BS-EN-10297-1
Content
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BRITISH STANDARD
BS EN 10297-1:2003 Incorporating Corrigendum No. 1
Seamless circular steel tubes for mechanical and general engineering purposes — Technical delivery conditions — Part 1: Non-alloy and alloy steel tubes
The European Standard EN 10297-1:2003 has the status of a British Standard
ICS 77.140.75
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BS EN 10297-1:2003
National foreword This British Standard is the official English language version of EN 10297-1:2003. It supersedes BS 6323-3:1982 which is withdrawn. Together with BS EN 10305-1, BS EN 10305-2, BS EN 10305-3, BS EN 10305-4, BS EN 10305-5 and BS EN 10305-6, BS EN 10296-1 and BS EN 10296-2, it will also supersede BS 6323-1:1982, which will be withdrawn upon publication of all the standards in the series. The UK participation in its preparation was entrusted to Technical Committee ISE/8, Steel pipes, which has the responsibility to: —
aid enquirers to understand the text;
—
present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed;
—
monitor related international and European developments and promulgate them in the UK.
A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations.
Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 43 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued.
Amendments issued since publication This British Standard was published under the authority of the Standards Policy and Strategy Committee on 18 February 2003 © BSI 6 August 2003
ISBN 0 580 41282 2
Amd. No.
Date
Comments
14629
6 August 2003
Correction to supersession details in the national foreword
Corr No. 1
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EUROPEAN STANDARD
EN 10297-1
NORME EUROPÉENNE EUROPÄISCHE NORM
February 2003
ICS 77.140.75
English version
Seamless circular steel tubes for mechanical and general engineering purposes - Technical delivery conditions - Part 1: Non-alloy and alloy steel tubes Tubes sans soudure en acier pour utilisation en mécanique générale et en construction mécanique - Conditions techniques de livraison - Partie 1: Tubes en acier non allié et allié
Nahtlose kreisförmige Stahlrohre für den Maschinenbau und allgemeine technische Anwendungen - Technische Lieferbedingungen - Teil 1: Rohre aus unlegierten und legierten Stählen
This European Standard was approved by CEN on 16 October 2002. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
© 2003 CEN
All rights of exploitation in any form and by any means reserved worldwide for CEN national Members.
B-1050 Brussels
Ref. No. EN 10297-1:2003 E
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EN 10297-1:2003 (E)
Contents page Foreword......................................................................................................................................................................4 1
Scope ..............................................................................................................................................................5
2
Normative references ....................................................................................................................................5
3
Terms and definitions....................................................................................................................................6
4
Symbols ..........................................................................................................................................................7
5 5.1 5.2
Classification and designation .....................................................................................................................7 Classification..................................................................................................................................................7 Designation.....................................................................................................................................................7
6 6.1 6.2 6.3
Information to be supplied by the purchaser..............................................................................................8 Mandatory information ..................................................................................................................................8 Options............................................................................................................................................................9 Example of an order.......................................................................................................................................9
7 7.1 7.2 7.3
Manufacturing process ...............................................................................................................................10 Steelmaking process ...................................................................................................................................10 Deoxidation process....................................................................................................................................10 Tube manufacture and delivery conditions ..............................................................................................10
8 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9
Requirements ...............................................................................................................................................12 General..........................................................................................................................................................12 Chemical composition.................................................................................................................................12 Mechanical properties .................................................................................................................................15 Hardness requirements...............................................................................................................................22 Hardenability ................................................................................................................................................22 Appearance and soundness .......................................................................................................................23 Straightness .................................................................................................................................................23 End preparation............................................................................................................................................23 Dimensions, masses, tolerances and sectional properties ....................................................................23
9 9.1 9.2 9.3
Inspection .....................................................................................................................................................27 Types of inspection .....................................................................................................................................27 Inspection documents .................................................................................................................................27 Summary of inspection and testing ...........................................................................................................28
10 10.1 10.2
Sampling .......................................................................................................................................................29 Frequency of tests .......................................................................................................................................29 Preparation of samples and test pieces ....................................................................................................30
11 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 11.10
Test methods................................................................................................................................................31 Tensile test ...................................................................................................................................................31 Impact test ....................................................................................................................................................31 Hardenability test .........................................................................................................................................32 Hardness test ...............................................................................................................................................32 Leak tightness test.......................................................................................................................................32 Non-destructive testing ...............................................................................................................................33 Dimensional inspection...............................................................................................................................33 Visual examination.......................................................................................................................................33 Material identification ..................................................................................................................................33 Retests, sorting and reprocessing.............................................................................................................33
12
Marking .........................................................................................................................................................33
2
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EN 10297-1:2003 (E)
13
Protection .....................................................................................................................................................34
Annex A (normative) Steels for case hardening ....................................................................................................35 Annex B (informative) Recommended heat treatment temperatures ..................................................................36 Annex C (normative) Hardness requirements for heat treated tubes..................................................................38 Annex D (normative) Hardenability - Limiting values for C scale Rockwell .......................................................39 Annex E (normative) Formulae for calculation of nominal section properties...................................................42 Bibliography ..............................................................................................................................................................43
3
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EN 10297-1:2003 (E)
Foreword
This document (EN 10297-1:2003) has been prepared by Technical Committee ECISS /TC 29, "Steel tubes and fittings for steel tubes" the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2003, and conflicting national standards shall be withdrawn at the latest by August 2003. In this European Standard the annexes A, C, D and E are normative and annex B is informative. Another Part of EN 10297 in course of preparation is :
Part 2 : Stainless steel tubes
Another European Standard series covering welded tubes for mechanical and general engineering purposes is currently being prepared. prEN 10296, Welded circular steel tubes for mechanical and general engineering purposes — Technical delivery conditions. Other European Standard series being prepared in this area are prEN 10294 for hollow bars for machining and prEN 10305 for steel tubes for precision applications. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and the United Kingdom.
4
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EN 10297-1:2003 (E)
1
Scope
This Part of EN 10297 specifies the technical delivery conditions for seamless circular tubes made of non-alloy and alloy steels for mechanical and general engineering purposes.
2
Normative references
This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 10002-1, Metallic materials — Tensile testing — Part 1: Method of test at ambient temperature. EN 10020, Definition and classification of grades of steel. EN 10021, General technical delivery requirements for steel and iron products. EN 10027-1, Designation systems for steel — Part 1: Steel names, principal symbols. EN 10027-2, Designation systems for steel — Part 2: Numerical system. EN 10045-1, Metallic materials — Charpy Impact test — Part 1: Test method. EN 10052, Vocabulary of heat treatment terms for ferrous products. prEN 10168, Iron and steel products — Inspection documents – List of information and description. EN 10204, Metallic products — Types of inspection documents. EN 10220, Seamless and welded steel tubes - General tables of dimensions and masses per unit length. EN 10246-1, Non-destructive testing of steel tubes — Part 1: Automatic electromagnetic testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for verification of hydraulic leak-tightness. EN 10246-3, Non-destructive testing of steel tubes — Part 3 : Automatic eddy current testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of imperfections. EN 10246-5, Non-destructive testing of steel tubes — Part 5 : Automatic full peripheral magnetic transducer/flux leakage testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for the detection of longitudinal imperfections. EN 10246-7, Non-destructive testing of steel tubes — Part 7 : Automatic full peripheral ultrasonic testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of longitudinal imperfections. EN 10256, Non-destructive testing of steel tubes — Qualification and competence of level 1 and 2 non-destructive testing personnel. CR 10260:1998, Designation systems for steel - Additional symbols. prEN 10266, Steel tubes, fittings and structural hollow sections — Symbols and definition of terms for use in product standards. EN ISO 377, Steel and steel products — Location and preparation of samples and test pieces for mechanical testing (ISO 377:1997). 5
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EN 10297-1:2003 (E)
EN ISO 642, Steel — Hardenability test by end quenching (Jominy test) (ISO 642:1999). EN ISO 2566-1, Steel — Conversion of elongation values — Part 1: Carbon and low alloy steels (ISO 2566-1:1984). EN ISO 6506-1, Metallic materials - Brinell hardness test — Part 1: Test method (ISO 6506-1:1999). EN ISO 6508-1:1999, Metallic materials - Rockwell hardness test — Part 1 : Test method (scales A, B, C, D, E, F, G, H, K, N, T) (ISO 6508-1:1999). EURONORM 103, Micrograph determination of the ferritic or austenitic grain size of steels.
3
Terms and definitions
For the purposes of this European Standard, the terms and definitions given in EN 10020, EN 10021, EN 10052 and prEN 10266 and the following terms and definitions apply. 3.1 fine grain steel steel having an austenitic/ferritic grain size equal to or finer than 6 when measured in accordance with EURONORM 103 3.2 normalizing rolling a rolling process in which the final deformation is carried out in a certain temperature range leading to a material condition equivalent to that obtained after normalizing so that the specified values of the mechanical properties are retained even after normalizing (+N) NOTE Delivery condition of tubes manufactured by a normalizing rolling process or normalized by heat treatment in a furnace are both identified with the same symbol.
3.3 as rolled formed after heating into the austenitic region (i.e. above AC 3) without subsequent heat treatment (+AR) 3.4 annealing heat treatment at a temperature slightly below AC 1 (+A) 3.5 TH treatment heat treatment with the object of achieving a hardness within a specified range (+TH) 3.6 FP treatment heat treatment with the object of producing a ferritic and pearlitic structure and achieving a hardness within a specified range (+FP) 3.7 employer organization for which the person works on a regular basis NOTE The employer may be either the tube manufacturer or a third party organization providing non-destructive testing (NDT) services.
6
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EN 10297-1:2003 (E)
4
Symbols
See prEN 10266 and CR 10260.
5 5.1
Classification and designation Classification
In accordance with EN 10020 the grades in Tables 3, 4 ,5, 6 and A1 are classified as given in Table 1.
5.2
Designation
For tubes covered by this Part of this European Standard the steel designation consists of:
the number of this Part of this European Standard (EN 10297-1) ;
plus either :
the steel name in accordance with EN 10027-1 and CR 10260 ;
or
the steel number allocated in accordance with EN 10027-2.
These are given in Table 1.
7
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EN 10297-1:2003 (E)
Table 1 — Classification of steel grades and delivery condition Steel grade Steel name
Steel number
Normal delivery condition a
Classification in accordance with EN 10020
E235
1.0308
+AR
E275
1.0225
or
E315
1.0236
+N
E355
1.0580
E470
1.0536
+AR
E275K2
1.0456
+N
E420J2
1.0599
E355K2
1.0920
E460K2
1.8891
+N
Alloy special steel
E590K2
1.0644
+QT
Non-alloy special steel
E730K2
1.8893
+QT
Alloy special steel
C22E
1.1151
C35E
1.1181
C45E
1.1191
+N or +QT
Non-alloy special steel
C60E
1.1221
38Mn6
1.1127
41Cr4
1.7035
25CrMo4
1.7218
30CrMo4
1.7216
34CrMo4
1.7220
+QT
Alloy special steel
42CrMo4
1.7225
36CrNiMo4
1.6511
30CrNiMo8
1.6580
41NiCrMo7-3-2
1.6563
C10E
1.1121
C15E
1.1141
C15R
1.1140
16MnCr5
1.7131
16MnCrS5
1.7139
20NiCrMo2-2
1.6523
20NiCrMoS2-2
1.6526
Non-alloy quality steel
Alloy quality steel
Non-alloy special steel +A, +TH, +FP, +N
Alloy special steel
a
At the discretion of the manufacturer, the tube may be cold finished. The tube shall then be annealed or normalized, to achieve the required properties.
6 6.1
Information to be supplied by the purchaser Mandatory information
The following information shall be supplied by the purchaser at the time of enquiry and order : 1)
the quantity (mass or total length or number);
2) 8
the term "tube";
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EN 10297-1:2003 (E)
3)
the dimensions (outside diameter, wall thickness) (see 8.9.1);
4)
the designation according to this Part of this European Standard (see 5.2);
5)
the delivery condition (see 7.3.1).
6.2
Options
A number of options are specified in this Part of this European Standard, and are listed as follows with appropriate clause references. In the event that the purchaser does not indicate his wish to implement any of these options at the time of enquiry and order the tube shall be supplied in accordance with the basic specification(See 6.1). 1)
Descaling (see 7.3.1);
2)
tensile test on sample in condition +N (see 8.3.2);
3)
tensile test on sample in condition +QT (see 8.3.3);
4)
tensile test (see 8.3.4);
5)
impact energy values of Table 13 (see 8.3.5);
6)
hardness range (see 8.4.2);
7)
hardness test (see 8.4.3);
8)
hardenability requirements of Aannex D (see 8.5);
9)
verification of hardenability (see 8.5);
10) verification of hardenability by test (see 8.5); 11) non-destructive testing (see 8.6.2); 12) leak tightness test (see 8.6.2); 13) exact lengths (see 8.9.2); 14) specific inspection for tubes made of steels from Table 3 (see 9.1); 15) inspection document 2.2 (see 9.2.1); 16) inspection document 3.1.A, 3.1.C or 3.2 (see 9.2.1); 17) hardenability test on a test piece taken from a sample tube (see 11.3); 18) supplied tubes shall not contain areas prepared and used for hardness test (see 11.4); 19) selection of the leak tightness test method by the purchaser (see 11.5.1); 20) coating for transit and storage (see clause 13).
6.3
Example of an order
Twenty five tonnes of tube in accordance with EN 10297-1 with specified outside diameter of 60,3 mm and specified wall thickness of 3,6 mm grade E275 steel in the normalised delivery condition and supplied with specific inspection. 9
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EN 10297-1:2003 (E)
25 t Tube - - 60,3 x 3,6 - EN 10297 - E275 - +N -
7
Option 14
Manufacturing process
7.1
Steelmaking process
The steelmaking process is at the discretion of the manufacturer. Elements not included in Tables 3, 4, 5, 6 and A1 for the relevant grade shall not be intentionally added to the steel without the agreement of the purchaser, except for elements which may be added for finishing the cast. All appropriate measures shall be taken to prevent the addition of undesirable elements from scrap or other materials used in the steelmaking process.
7.2
Deoxidation process
Steels shall be fully killed and additionally those in Tables 4 and 5 shall contain N binding elements and are fine grain steels.
7.3 7.3.1
Tube manufacture and delivery conditions Tubes shall be manufactured by a seamless process.
Table 2 gives a summary of delivery conditions, hardenability requirements and related mandatory and optional test requirements for mechanical properties and hardness. For hardenability requirements see 8.5. Tubes made of steels in Table 3 with the exception of E470 are normally supplied as rolled or normalized at the discretion of the manufacturer. However the purchaser may specify +N condition. Grade E470 is supplied as rolled. Tubes made of steels in Table 4 are supplied in the delivery condition indicated in Table 9. Tubes made of steels in Tables 5, 6 and A1 are supplied in a delivery condition indicated in Table 2 as specified by the purchaser. The recommended heat treatment temperatures are given in Table B.1 and Table B.2 as appropriate. At the manufacturers discretion tube may be cold finished, before the specified heat treatment is given. Cold finished tubes in the +AR condition shall be annealed or normalized to achieve the specified properties. NOTE
The cold drawing process leaves residual oil on the tube which may leave a residue when heat treated.
When specified the tubes shall be supplied descaled (see option 1). The amount of descaling shall be agreed at the time of enquiry and order. The method is at the discretion of the manufacturer. Option 1 : Tubes shall be supplied descaled.
7.3.2 All NDT activities shall be carried out by qualified and competent level 1, 2 and/or 3 personnel authorised to operate by the employer. The qualification shall be in accordance with EN 10256 or, at least an equivalent to it. It is recommended that the level 3 personnel be certified in accordance with EN 473 or, at least an equivalent to it. The operating authorisation issued by the employer shall be in accordance with a written procedure. NDT operations shall be authorised by a level 3 NDT individual approved by the employer. NOTE
10
The definition of level 1, 2 and 3 can be found in appropriate standards, e.g. EN 473 and EN 10256.
e
d
c
b
a
M M M M
Option 8
Option 8 Option 8 d Option 8 d Option 8 d Option 8 d Option 8 d
+AR c
+QT
+A
+AR
+N
+A
+TH e
+FP e
-
12
-
Option 4
Option 4
Option 4
Option 4
-
Option 4
M
-
Option 4
M
M
-
M
M
M
M
Standard condition
-
-
-
-
-
-
-
-
Option 2
-
-
Option 2
-
-
-
-
-
-
-
-
-
Option 3
-
Option 3
Option 3
-
Option 3
Option 3
-
-
-
-
Simulated +N Simulated +QT condition condition
Tensile test
+TH and +FP only apply for 16MnCr5, 16MnCrS5, 20NiCrMo2-2 and 20NiCrMoS2-2.
Option 8 only applies for alloy special steels.
+AR condition only applies for 25CrMo4 and 34CrMo4.
-
-
-
-
-
-
Option 5
-
-
Option 5
-
-
M
M
-
-
Impact test
Test requirements a
At the manufacturers discretion as rolled or normalized except for grade E 470 which is always supplied in +AR condition.
M
M
M
M
M
Option 8
+A
M
M
-
Option 8
M
+QT
+N
10
Option 8
M
M
M
M
Cast analysis
11
+AR
-
-
+QT
-
-
-
b
Hardenability requirement
+N
+N
+AR
Applicable Delivery Table(s) condition
M = Mandatory, - = Not applicable.
Table A.1
Table 6
Table5
Tables 4 and 9
Tables 3 and 8
Applicable Table(s)
Table 2 — Summary of delivery conditions, related options and requirements
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
-
Option 9 or 10
Option 9 or 10
-
Option 9 or 10
Option 9 or 10
-
-
-
-
Hardenability verification or test
M
M
M
Option 7
-
M
Option 6
-
M
Option 6
-
-
-
-
-
-
Hardness test
11
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
8 8.1
Requirements General
Tubes, when supplied in a delivery condition indicated in 7.3.1 and inspected in accordance with clause 9, shall conform to the requirements of this Part of this European Standard. In addition the general technical delivery requirements specified in EN 10021 apply.
8.2
Chemical composition
The cast analysis reported by the steel producer shall apply and shall conform to the requirements of Tables 3, 4, 5, 6 and Table A.1. In case of dispute the permissible deviations of a product analysis from the limits on cast analysis specified in Tables 3, 4, 5, 6 and Table A.1 are given in Table 7. NOTE When welding tubes produced according to this part of EN 10297, account should be taken of the fact that the behaviour of the steel during and after welding is dependent not only on the steel and the delivery condition but also on the conditions of preparing for and carrying out welding. Not all of the steels specified in this standard are able to be welded unless specialised techniques are employed by specialist welders.
Table 3 — Chemical composition (cast analysis) for non-alloy quality steel, in % by mass a Steel grade
Steel name
Steel number
E235
a b
C
min.
Si
Mn
S
max.
max.
max.
min.
max.
min.
1.0308
0,17
-
0,35
-
1,20 0,030 0,035
E275
1.0225
0,21
-
0,35
-
1,40 0,030 0,035
E315
1.0236
0,21
-
0,30
-
1,50 0,030 0,035
E355 b
1.0580
0,22
-
0,55
-
1,60 0,030 0,035
E470
1.0536
0,22
0,10
0,50
1,30
0,16
max.
P
Other elements
1,70 0,030 0,035 Al min 0,010, N max. 0,020, Nb max. 0,07, V 0,08/0,15
See also 7.1.
Additions of Nb, V and Ti are permitted at the discretion of the manufacturer, the content of these elements shall be reported.
12
1.0920
1.0599
1.8891
1.0644
1.8893
E355K2
E420J2
E460K2
E590K2
E730K2
c
b
Si
Mn
-
0,16
-
0,16
-
-
0,50 0,90 1,65
0,40 0,50 1,40
-
0,60 1,00 1,70
0,20
-
0,50 1,40 1,70
0,22 0,10 0,50 1,30 1,70
0,20
0,22 0,10 0,50 1,30 1,70
0,20
0,20
min. max. min. max. min. max.
C
0,025
0,030
0,030
0,030
0,030
0,030
max.
P
0,025
0,035
0,030
0,035
0,030
0,030
max.
S
Nb + V = 0,20 % max.
Mo
Ni
0,30
0,30
0,30
0,30
0,30
0,30
0,08
0,10
0,08
0,10
0,10
-
-
-
-
-
0,40
0,80
0,40
0,50
0,30
0,30 0,45 0,30 0,70
-
-
-
-
-
max. min. max. min. max.
Cr
If sufficient other N-binding elements are present the minimum total Al content does not apply.
See also 7.1.
1.0456
E275K2
a
Steel number
Steel name
Steel grade
0,020
0,010
0,020
0,010
0,020
0,020
min.
Total b
Al
0,20
0,30
0,70
0,30
0,35
0,35
max.
Cu
0,05
0,020 0,07 c 0,020
0,05
0,05
0,025 0,05 c
0,05
0,05
0,020
0,07 c
0,03
max.
Ti
0,05
0,05
max.
Nb
0,05
0,015
0,015
max.
N
Table 4 — Chemical composition (cast analysis) for tubes with specified impact properties in % by massa
-
0,08
-
0,08
-
-
min.
V
0,12
0,15c
0,20c
0,15c
0,12
0,05
max.
13
EN 10297-1:2003 (E)
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Table 5 — Chemical composition (cast analysis) for tubes made of non-alloy special steels in % by massa b Steel grade
C
Si
Mn
P
S
Steel name
Steel number
min. max. min. max. min. max. max. max.
C22E
1.1151
0,17
0,24
-
0,40
0,40 0,70 0,035 0,035
C35E
1.1181
0,32
0,39
-
0,40
0,50 0,80 0,035 0,035
C45E
1.1191
0,42
0,50
-
0,40
0,50 0,80 0,035 0,035
C60E
1.1221
0,57
0,65
-
0,40
0,60 0,90 0,035 0,035
38Mn6
1.1127
0,34
0,42 0,15
0,35
1,40 1,65 0,035 0,035
a
See also 7.1.
b
Cr max. 0,40%, Mo max. 0,10%, Ni max 0,40%, Cr + Mo + Ni max. 0,63%.
Table 6 — Chemical composition (cast analysis) for tubes made from alloy special steels in % by massa Steel grade
Steel name
C
Steel min. number
Si
Mn
P
max. max. min. max. max.
S max.
Cr
Mo
Ni
min.
max.
min.
max.
min. max.
41Cr4
1.7035
0,38
0,45
0,40 0,60 0,90 0,035 0,035 0,90
1,20
-
-
-
-
25CrMo4
1.7218
0,22
0,29
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
30CrMo4
1.7216
0,27
0,34
0,35 0,35 0,60 0,035 0,035 0,80
1,15
0,15
0,30
-
-
34CrMo4
1.7220
0,30
0,37
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
42CrMo4
1.7225
0,38
0,45
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
36CrNiMo4
1.6511
0,32
0,40
0,40 0,50 0,80 0,035 0,035 0,90
1,20
0,15
0,30
0,90 1,20
30CrNiMo8
1.6580
0,26
0,34
0,40 0,30 0,60 0,035 0,035 1,80
2,20
0,30
0,50
1,80 2,20
41NiCrMo7-3-2 b
1.6563
0,38
0,44
0,30 0,60 0,90 0,025 0,025 0,70
0,90
0,15
0,30
1,65 2,00
a
See also 7.1.
b
≤ 0,25% Cu.
14
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EN 10297-1:2003 (E)
Table 7 — Permissible deviations of the product analysis from the specified limits on cast analysis Element
Limiting values for the specified analysis % by mass
Permissible deviation on the product analysis % by mass
C
≤ 0,55
± 0,02
> 0,55 ≤ 0,65
± 0,03
Si
≤ 0,60
± 0,05
Mn
≤ 1,70
- 0,05 / + 0,10
P
≤ 0,035
+ 0,005
S
≤ 0,040
+ 0,005
Cr
≤ 2,00
± 0,05
> 2,00 ≤ 2,20
± 0,10
≤ 0,30
± 0,03
> 0,30 ≤ 0,50
± 0,04
≤ 2,00
± 0,05
> 2,00 ≤ 2,20
± 0,07
Al total
≥ 0,010
- 0,005
Cu
≤ 0,35
+ 0,04
> 0,35 ≤ 0,70
+ 0,07
N
≤ 0,025
+ 0,002
Nb
≤ 0,07
+ 0,01
Ti
≤ 0,050
+ 0,01
V
≤ 0,20
± 0,02
Mo
Ni
8.3
Mechanical properties
8.3.1 For tubes made of steels covered by Tables 3, 4, 5, and 6 the mechanical properties for the relevant delivery condition in Tables 8, 9, 10,11 and 12 apply. 8.3.2 When specified, for tubes supplied as rolled or annealed in grades of Table 5 the mechanical properties in Table 10 shall apply for a sample submitted to a simulated normalizing treatment (see Option 2). Option 2
A tensile test shall be carried out on a sample test piece from a sample heat treated to the condition +N and the results reported.
8.3.3 When specified, for tubes supplied normalized in grades of Table 5 and for tubes supplied as rolled or annealed in grades of Table 5 and 6 the mechanical properties in Table 12 shall apply for a sample submitted to a simulated quenched and tempered treatment (see Option 3). Option 3
A tensile test shall be carried out on a sample test piece from a sample heat treated to the condition +QT and the results reported.
8.3.4 When specified for tubes supplied annealed in grades of Tables 5, 6, and Table A.1 or for tubes supplied in delivery condition +N, +TH or +FP in grades of Table A1 a tensile test shall be carried out and the results reported (see Option 4). 15
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EN 10297-1:2003 (E)
Option 4
A tensile test shall be carried out and the results reported.
8.3.5 When specified for tubes supplied quenched and tempered in grades of Table 5 or 6 except C60E the impact properties, shown in Table 13 shall apply (see Option 5). Option 5
16
The impact energy values of Table 13 shall be verified and the results reported.
1.0225
1.0236
1.0580
1.0536
E275
E315
E355
E470
b
a
315
355
+AR or a +N
+AR or a +N
1 MPa = 1 N/mm2.
At the manufacturers discretion as rolled or normalized.
470
275
+AR or a +N
+AR
235
≤ 16
+AR or a +N
Delivery condition
l = longitudinal, t = transverse.
1.0308
E 235
NOTE
Steel number
Steel name
Steel grade
430
345
305
265
225
-
335
295
255
215
≤ 65
≤ 40
-
315
280
245
205
≤ 80
> 65
> 80
-
295
270
235
195
≤ 100
650
490
450
410
360
≤ 16
600
490
450
410
-
490
450
410
360
≤ 65
≤ 40 360
> 40
> 16
For T in mm
For T in mm > 40
MPa
Mpa b
> 16
Tensile strength (Rm)
Yield strength (ReH)
Minimum tensile properties
Table 8 — Mechanical properties for tubes made of steels in accordance with Table 3
-
470
420
380
340
≤ 100
> 65
17
20
21
22
25
l
%
Elongation A
15
18
19
20
23
t
17
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18
1.0920
1.0599
1.8891
1.0644
1.8893
E355K2
E420J2
E460K2
E590K2
E730K2
+QT
+QT
+N
+N
+N
+N
Delivery condition
730
590
460
420
355
275
≤ 16
670
540
440
400
345
265
620
480
430
390
335
255
580
455
410
370
315
245
> 65 ≤ 80
540
420
390
360
295
235
≤ 100
> 80
790
700
550
600
490
410
≤ 16
750
650
550
560
490
410
> 16 ≤ 40
700
570
550
530
470
410
> 40 ≤ 65
> 65
680
520
520
500
470
380
≤ 100
For T in mm
For T in mm > 40 ≤ 65
MPa
MPa
> 16 ≤ 40
Tensile strength (Rm)
Yield strength (ReH)
Minimum tensile properties
15
16
19
19
20
22
l
%
13
14
17
17
18
20
t
Elongation A
Table 9 — Mechanical properties for tubes made of steels in accordance with Table 4
l = longitudinal, t = transverse.
1.0456
E275K2
NOTE
Steel number
Steel name
Steel grade
EN 10297-1:2003 (E)
40
40
40
27
40
40
l
27
27
27
20
27
27
t
Minimum average absorbed energy, KV min., J at a test temperature of – 20 °C
Impact properties
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1.1181
1.1191
1.1221
1.1127
C35E
C45E
C60E
38 Mn 6
400
390
340
300
240
380
350
305
270
210
≤ 40
360
340
305
270
210
> 40 ≤ 80
670
710
620
550
430
≤ 16
620
670
580
520
410
≤ 40
> 16
570
670
580
520
410
> 40 ≤ 80
For T in mm
For T in mm > 16
MPa
MPa
≤ 16
Tensile strength (Rm)
14
10
14
18
24
l
≤ 16
Minimum tensile properties Yield strength (ReH)
l = longitudinal, t = transverse.
1.1151
C22E
NOTE
Steel number
Steel name
Steel grade
12
8
12
16
22
t
15
11
16
19
25
l
≤ 40
> 16
13
9
14
17
23
t
For T in mm
%
Elongation A
16
11
16
19
25
l
≤ 80
> 40
14
9
14
17
23
t
Table 10 — Mechanical properties for tubes made of steels in accordance with Table 5 in delivery condition +N
19
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20
620
1.1191
1.1221
C45E
C60E
38 Mn 6 1.1127
NOTE
580
1.1181
C35E
> 50
570
520
430
380
290
470
450
370
320
270
≤ 50
≤ 20
400
420
340
290
260
≤ 80
850
850
700
630
500
≤8
750
800
650
600
470
≤ 20
>8
650
750
630
550
440
≤ 50
> 20
550
710
600
500
420
≤ 80
> 50
For T in mm
For T in mm > 20
MPa
MPa
>8
Tensile strength (Rm)
Yield strength (ReH)
l = longitudinal, t = transverse.
490
430
340
1.1151
C22E
≤8
Steel number
Steel name
13
11
14
17
20
l
≤8
t
11
9
12
15
18
Minimum tensile properties
14
13
16
19
22
l
12
11
14
17
20
15
14
17
20
22
t
13
12
15
18
20
≤ 50
≤ 20 l
> 20
>8
t
For T in mm
%
Elongation A
l
16
14
17
20
22
Table 11 — Mechanical properties for tubes made of steels in accordance with Table 5 in delivery condition +QT
Steel grade
EN 10297-1:2003 (E)
≤ 80
> 50
14
12
15
18
20
t
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1.7218
1.7216
1.7220
1.7225
1.6511
1.6580
1.6563
25 Cr Mo 4
30 Cr Mo 4
34 Cr Mo 4
42 Cr Mo 4
36 Cr Ni Mo 4
30 Cr Ni Mo 8
41 Ni Cr Mo 7-3-2
l = longitudinal, t = transverse.
1.7035
41 Cr 4
NOTE
Steel number
Steel name
Steel grade
950
1 050
900
900
800
750
700
800
≤8 > 50
870
1 050
800
750
650
630
600
660
800
900
700
650
550
520
450
560
≤ 50
≤ 20
750
800
600
550
500
480
400
-
≤ 80
1 150
1 250
1 100
1 100
1 000
950
900
1 000
≤8
1 050
1 250
1 000
1 000
900
850
800
900
≤ 20
>8
800
800
750
700
650
-
≤ 80
> 50
1 000
900
1 100 1 000
900
900
800
750
700
800
≤ 50
> 20
For T in mm
For T in mm > 20
MPa
MPa
>8
Tensile strength ( Rm)
Yield strength (ReH)
≤8
9
9
10
10
11
12
12
11
l
Minimum tensile properties
7
7
8
8
9
10
10
9
t
11
11
12
13
14
10
9
l
8
7
9
9
10
11
12
10
11
10
12
12
14
14
15
14
t
9
8
10
10
12
12
13
12
≤ 50
≤ 20 t
> 20
>8
12
l
For T in mm
%
A
Table 12 — Mechanical properties for tubes made of steels in accordance with Table 6 in delivery condition +QT
12
11
13
13
15
15
16
-
l
-
t
10
9
11
11
13
13
14
≤ 80
> 50
21
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EN 10297-1:2003 (E)
Table 13 — Impact properties a for tubes made of steels, in accordance with Tables 5 and 6 in delivery condition +QT Steel grade
Steel name
T≤8
8 < T ≤ 20
20 < T ≤ 60
60 < T ≤ 100
l
l
t
l
t
l
t
C22E
1.1151
50
50
32
40
27
40
27
C35E
1.1181
35
35
22
35
22
35
22
C45E
1.1191
25
25
14
25
14
25
14
38Mn6
1.1127
36
40
25
40
25
-
-
41Cr4
1.7035
30
35
22
35
22
-
-
25CrMo4
1.7218
45
50
32
50
32
45
27
30CrMo4
1.7216
40
45
27
45
27
45
27
34CrMo4
1.7220
35
40
25
45
27
45
27
42CrMo4
1.7225
30
35
22
35
22
35
22
36CrNiMo4
1.6511
35
40
25
45
27
45
27
30CrNiMo8
1.6580
30
30
20
35
22
45
27
41NiCrMo7-3-2
1.6563
35
40
25
45
27
45
27
NOTE a
8.4
Steel number
Minimum average absorbed energy KVmin, J, at a test temperature of 20 °C
l = longitudinal, t = transverse.
only applicable when option 5 is specified (see 8.3.5).
Hardness requirements
8.4.1 For tubes made of steel grades in Tables 5, 6 and Table A.1 and supplied in the annealed condition and for tube made of steel grades in Table A.1 and supplied in the +TH or +FP condition the hardness requirements in Table C.1 apply. 8.4.2 When Option 6 is specified, for grades of Table 5 and 6 in +QT condition, an agreed hardness range shall apply. Option 6
An agreed hardness range shall apply and be verified and the results reported (see 11.4).
8.4.3 When Option 7 is specified, for steel grades of Table A1 in +N condition, a hardness test shall be carried out and the results reported. Option 7
8.5
A hardness test shall be carried out and the results reported.
Hardenability
When Option 8 is specified for steel grades in Tables 5, 6 and for the alloy special steels in Table A.1, the hardenability requirements in Annex D shall apply, except for the +QT condition. Option 8
Hardenability requirements of Annex D shall apply.
When Option 9 or Option 10 is specified the hardenability shall be verified.
22
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EN 10297-1:2003 (E)
Option 9
Option 10
8.6 8.6.1
Hardenability in accordance with annex D shall be verified at the manufacturers discretion either by calculation or by test in accordance with EN ISO 642 and the results reported. Hardenability shall be verified by a test in accordance with EN ISO 642 and the results reported.
Appearance and soundness Appearance
The tube shall be free from external and internal surface defects that can be established by visual 8.6.1.1 inspection. The internal and external surface finish of the tubes shall be typical of the manufacturing process and, 8.6.1.2 where applicable, the heat treatment employed. The finish and surface condition shall be such that any surface imperfections requiring dressing can be identified. It shall only be permissible to remove surface imperfections, by grinding or machining, provided that, 8.6.1.3 after so doing the tube thickness in the dressed area is not less than the specified minimum wall thickness. All dressed areas shall blend smoothly into the contour of the tube. Surface imperfections which encroach on the minimum wall thickness shall be considered defects and 8.6.1.4 tubes containing these shall be deemed not to conform to this Part of this European Standard. 8.6.2
Soundness
When Option 11 is specified tubes, supplied with specific inspection and testing shall be subjected to non-destructive testing for imperfections. Option 11
The full length of the tube shall be non-destructively tested in accordance with 11.6.
When Option 12 is specified, tubes supplied with specific inspection and testing, shall be subjected to a leak tightness test. Option 12
8.7
Leak tightness testing shall be carried out in accordance with 11.5.
Straightness
The deviation from straightness of tubes with an outside diameter D equal to or greater than 33,7 mm shall not exceed 0,0015 L (L = Length of the tube). The deviation from straightness, for tubes with D less than 33,7 mm, is not specified. NOTE The deviation from straightness for tube with D < 33,7 mm is not specified, due to bending during processing and subsequent handling, however tube should be reasonably straight.
8.8
End preparation
Tubes shall be delivered with square cut ends. The ends shall be free from excessive burrs.
8.9 8.9.1
Dimensions, masses, tolerances and sectional properties Outside diameters, wall thicknesses and masses
Preferred outside diameters and wall thicknesses have been selected from EN 10220 and together with additional diameters are given in Table 14. The masses for these dimensions are given in EN 10220 or shall be calculated using the formulae in Annex E. NOTE
Dimensions which are not included in Table 14 may be agreed at the time of enquiry and order.
23
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EN 10297-1:2003 (E)
8.9.2
Length
The tubes shall be delivered in random lengths, unless Option 13 is specified. The length range may be agreed at the time of enquiry and order. Option 13
8.9.3 8.9.3.1
Exact lengths shall be supplied. The length required shall be specified at the time of enquiry and order.
Tolerances Tolerances on outside diameter (D) and wall thickness (T)
The outside diameter and wall thickness of the tubes shall be within the tolerance limits given in Table 15. Out of roundness is included in the tolerances on outside diameter and eccentricity is included in the tolerances on thickness.
24
D Outside diameter 26,9 33,7 35 38 40 42,4 44,5 48,3 51 54 57 60,3 63,5 70 73 76,1 82,5 88,9 101,6 108 114,3 121 127 133 139,7 141,3 152,4 159 168,3 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
2,3
2,6
2,9
3,2
3,6
4
4,5
5
5,4
5,6
6,3
7,1
8
T Wall thickness 8,8 10 11 12,5 14,2
16
17,5
20
Table 14 — Preferred dimensions of seamless steel tubes 22,2
25
28
30
32
36
40
45
25
26,9 33,7 35 38 40 42,4 44,5 48,3 51 54 57 60,3 63,5 70 73 76,1 82,5 88,9 101,6 108 114,3 121 127 133 139,7 141,3 152,4 159 168,3 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
D
Dimensions in mm
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Table 14 — Preferred dimensions of seamless steel tubes (continued) Dimensions in mm D Outside diameter 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
50
55
60
T Wall thickness 65 70 80
90
100
Table 15 — Tolerances on outside diameter and on thickness Tolerances on T for a T/D ratio
Outside diameter D
Tolerances on D
mm
8.9.3.2
D ≤ 219,1
±1% or ± 0,5 mm whichever is the greater
D > 219,1
±1%
≤ 0,025
> 0,025 ≤ 0,050
> 0,050
± 12,5% or ± 0,4 mm whichever is the greater ±20%
±15%
±12,5%
Tolerances on exact length
The limit deviations shall be as given in Table 16. Table 16 — Tolerances on Exact Lengths Dimensions in mm Length L
Tolerance
mm
mm
≤ 6 000
+10 0
6 000 < L ≤ 12 000
+15 0
> 12 000 8.9.4
0/+ by agreement
Sectional properties
The nominal sectional properties shall be calculated in accordance with Annex E.
26
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EN 10297-1:2003 (E)
9
Inspection
9.1
Types of inspection
The conformity to the requirements of the order for tubes supplied in accordance with this Part of this European Standard shall be checked by:
non-specific inspection and testing (see EN 10021) for tubes made of steels available in Table 3 except grade E470, unless Option 14 is specified ;
Option 14
Tubes made of steels in accordance with Table 3 shall be supplied with specific inspection and testing.
specific inspection and testing (see EN 10021) for tubes made of steel grade E470 and steels in accordance with Tables 4, 5, 6 and Table A.1.
9.2
Inspection documents
9.2.1
Types of inspection documents
The following inspection documents, in accordance with EN 10204, shall be issued :
certificate of compliance with order 2.1 for tubes supplied with non-specific inspection and testing unless Option 15 is specified ;
Option 15
Inspection document type 2.2 shall be supplied.
inspection certificate 3.1.B, for tubes supplied with specific inspection and testing unless Option 16 is specified.
Option 16
Inspection document 3.1.A, 3.1.C or 3.2 shall be supplied, the type of document to be specified by the purchaser.
If an inspection document 3.1.A, 3.1.C or 3.2 is specified the purchaser shall notify the manufacturer of the name and address of the organisation or person who is to carry out the inspection and produce the inspection document. In the case of inspection report 3.2 it shall be agreed which party issue the certificate. 9.2.2
Content of inspection documents
The content of the inspection document shall be in accordance with prEN 10168 as shown in 9.2.2.1, 9.2.2.2 and 9.2.2.3. For tubes supplied with non-specified inspection and testing the certificate of compliance with the order 9.2.2.1 shall contain the following codes and information: A
commercial transactions and parties involved;
B
description of products to which the inspection document applies;
Z
validation.
For tubes supplied with non-specific inspection and testing and a test report type 2.2 it shall contain the 9.2.2.2 following codes and information : A
commercial transactions and parties involved;
B
description of products to which the inspection document applies;
C02
direction of test pieces;
27
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EN 10297-1:2003 (E)
C10 to C13
tensile test;
C71 to C92
chemical composition;
D01
marking and identification, surface appearance, shape and dimensional properties;
Z
validation.
For tubes supplied with specific inspection and testing the inspection documents 3.1.A, 3.1.B, 3.1.C, 9.2.2.3 3.2 shall contain the following codes and information : A
commercial transactions and parties involved ;
B
description of products to which the inspection document applies ;
C02 to C03
direction of test pieces and test temperature where applicable ;
C10 to C13
tensile test, if applicable ;
C40 to C43
impact test, if applicable ;
C60 to C69
other tests (e.g. options invoked which require test pieces) ;
C71 to C92
chemical composition ;
D01
marking and identification, surface appearance, shape and dimensional properties ;
D02 to D99
for other tests (e.g. options invoked which do not require test (pieces) ;
Z
validation.
9.3
Summary of inspection and testing
Inspection and testing shall be carried out as stated in Table 17.
28
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Table 17 — Summary of inspection and testing Type of inspection and testing
Non-specific inspection and testing
Specific inspection and testing
Reference paragraph
Manufacturers procedure
1/cast
8.2
Tensile test
a
Manufacturers procedure
1/test unit
8.3, 11.1
Impact testb
Not applicable
1 set/test unit
8.3, 11.2
Cast Analysis
Mandatory
Optional
Dimensional inspection
See 11.7
Visual examination
See 11.8
Material identification of alloy steel tubes
Not applicable
Individual
11.9
Tensile test on heat treated samplec
Not applicable
1/cast
8.3.2, 8.3.3
Tensile testd
Not applicable
1/test unit
8.3.4, 11.1
Impact teste
Not applicable
1 set/test unit
8.3.5, 11.2
Verification of hardness range
Not applicable
According to documented procedure
8.4.2
Hardness test
Not applicable
1/test unit
8.4.3, 11.4
Hardenability test
Not applicable
1/cast
8.5, 11.3
Non-destructive test for imperfections
Not applicable
individual
8.6.2, 11.6
Leak tightness test
Not applicable
individual
8.6.2, 11.5
a
tensile test is not mandatory for steel grades of tables 5 and 6 in the delivery conditions +A and +AR and for steel grades of Table A.1 (see table 2)
b
Only for steel grades J2 and K2 in Table 4.
c
See Options 2 and 3 and 4 in 8.3.
d
See Option 4 in 8.3.
e
Only for steel grades under the delivery conditions +QT shown in Table 13.
10 Sampling 10.1 Frequency of tests 10.1.1 Test Unit In the case of specific inspection a test unit shall comprise tubes of the same steel grade the same specified dimensions, the same cast, the same manufacturing process and the same delivery condition. The quantity of tubes per test unit shall conform to Table 18.
29
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EN 10297-1:2003 (E)
10.1.2 Number of sample tubes per test unit One sample tube shall be taken from each test unit.
Table 18 — Quantity of tubes per test unit Outside diameter (D) mm
Maximum number of tubes per test unit
D ≤ 114,3
400
114,3 < D ≤ 323,9
200
D > 323,9
100
10.2 Preparation of samples and test pieces 10.2.1 General Samples and test pieces shall be taken at the tube ends and in accordance with the requirements of EN ISO 377. 10.2.2 Test piece for the tensile test The test piece shall be taken in accordance with the requirements of EN 10002-1.
For tubes with D less than or equal to 219,1 mm, the test piece shall be either a full tube section or a strip section and be taken in a direction longitudinal to the axis of the tube;
For tubes with D greater than 219,1 the test piece is either a machined test piece of circular cross-section from an unflattened sample or a flattened strip section, and shall be taken in a direction either longitudinal or transverse to the axis of the tube.
10.2.3 Test piece for the impact test The direction of testing is at the discretion of the manufacturer. Flattening of samples is not permitted. Three standard Charpy V-notch test pieces in accordance with EN 10045-1 shall be taken. If the nominal product thickness is such that standard test pieces cannot be produced, the test shall be carried out using test pieces of width less than 10 mm but not less than 5 mm. In all cases, the largest obtainable width shall be used. Tubes shall not be subject to impact testing where longitudinal test pieces of width 5 mm or greater cannot be obtained. Test pieces shall be taken and prepared such that the axis of the notch is perpendicular to the surface of the tube. 10.2.4 Test piece for hardenability test (Jominy) Test pieces shall be prepared in accordance with EN ISO 642. When a test piece from a thick wall sample tube is used (see Option 17) the axis of the test piece shall be located at a distance of not more than 20 mm from the outside surface. 10.2.5 Test piece for hardness test (Brinell) Test pieces shall be prepared in accordance with EN ISO 6506-1.
30
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EN 10297-1:2003 (E)
11 Test methods 11.1 Tensile test The test shall be carried out at room temperature in accordance with EN 10002-1 and the following determined:
the tensile strength (Rm);
the upper yield strength (ReH); If a yield phenomenon is not present the 0,2 % proof strength (Rp 0,2) or the 0,5 % proof strength, total extension (Rt 0,5) shall be determined. In case of dispute the 0,2% proof strength (Rp 0,2) shall apply.
the percentage elongation after fracture with reference to a gauge length of 5,65√So.
If a non-proportional test piece is used, the percentage elongation value shall be converted to the value for a gauge length Lo = 5,65√So using the conversion Tables given in EN ISO 2566-1.
11.2 Impact test 11.2.1 The test shall be carried out in accordance with EN 10045-1. The test temperature shall be - 20°C for mandatory tests and 20 °C for optional tests (see Table 17). 11.2.2 The mean value of the three test pieces shall meet the specified minimum average value given in Tables 9 and 13. One individual value may be below the specified value, provided that it is not less than 70 % of that value. 11.2.3 If the width (W) of the test piece is less than 10 mm, the measured impact energy (KVp) shall be converted to impact energy (KVc) using the following equation. KVc =
10 KVp W
(1)
where KVc is the calculated impact energy, in joules; KVp is the measured impact energy in joules; W
is the width of the test piece in millimetres.
The calculated impact energy KVc shall conform to the requirements given in 11.2.2. 11.2.4 If the requirements of 11.2.2 are not met, then an additional set of three test pieces may be taken at the discretion of the manufacturer from the same sample and tested. To consider the test unit as conforming , after testing the second set, the following conditions shall be satisfied simultaneously:
the average value of six tests shall be equal to or greater than the specified minimum value;
not more than two of six individual values may be lower than the specified minimum value;
not more than one of the six individual values may be lower than 70 % of the specified value.
11.2.5 The dimensions in millimetres of test pieces, the measured energy values and the average value shall be reported.
31
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EN 10297-1:2003 (E)
11.3 Hardenability test The test shall be carried out in accordance with EN ISO 642 and EN ISO 6508-1:1999 scale C. The test results reported by the steel producer shall apply unless Option 17 is specified for tubes with wall thickness equal or greater than 35 mm. Option 17
A hardenability test shall be performed on a test piece taken from a sample tube.
11.4 Hardness test The test shall be carried out in accordance with EN ISO 6506-1, and HB10/3 000 be determined. Except for Option 6 (see 8.4.2), where a documented procedure shall be applied, two hardness indentations shall be made and the average shall constitute the test result. The indentations shall be :
on either the adequately prepared outside surface at one end of the sample tube;
or on any appropriate surface of a sample from the test unit intentionally taken or available from tests.
It is permitted to supply tubes that have been used for a hardness test unless Option 18 is specified. Option 18
Supplied tubes shall not contain areas that have been prepared and used for hardness tests.
11.5 Leak tightness test 11.5.1 General The test shall be carried out in accordance with 11.5.2 or 11.5.3. The choice of test method is at the discretion of the manufacturer, unless Option 19 is specified. Option 19 purchaser.
The test method for verification of leak tightness according to 11.5.2 or 11.5.3 is chosen by the
11.5.2 Hydrostatic test The hydrostatic test shall be carried out at a test pressure of 70 bar or P, calculated from the following equation, whichever is the lower. P=
20 S T D
(2)
where P
is the test pressure in bar;
D
is the specified outside diameter (in mm);
T
is the specified wall thickness (in mm);
S
is the stress in MPa corresponding to 70 % of the specified minimum yield strength (see Tables 8, 9, 10, 11 and 12) for the steel grade concerned.
The test pressure shall be held for not less than 5 s for tubes with specified outside diameter less than or equal to 457 mm and for not less than 10s for tubes with specified outside diameter greater than 457 mm. The tube shall withstand the test without leakage or visible deformation. 32
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EN 10297-1:2003 (E)
NOTE
This hydrostatic leak tightness test is not a strength test.
11.5.3 Electromagnetic test The test shall be carried out in accordance with EN 10246-1.
11.6 Non-destructive testing Testing shall be carried out in accordance with one of the following non-destructive testing standards to the acceptance level indicated:
EN 10246-3 -
acceptance level E4;
EN 10246-5 -
acceptance level F4;
EN 10246-7 -
acceptance level U4 sub-category C for T ≤ 4 mm and sub-category D for T > 4 mm.
The choice of method is at the discretion of the manufacturer.
11.7 Dimensional inspection Specified dimensions shall be verified. A gauge is used normally for measuring the outside diameter, however for tubes with D equal to or greater than 406,4 mm this may be measured using a circumference tape. The wall thickness shall be measured at the tube ends.
11.8 Visual examination Tubes shall be visually examined for compliance with the requirement of 8.6.1.
11.9 Material identification Each tube from alloy steel in the Tables 6 and Table A.1 shall be tested to assure that the correct grade is being supplied.
11.10 Retests, sorting and reprocessing For retests, sorting an reprocessing the requirements of EN 10021 shall apply.
12 Marking 12.1 Except as provided for in 12.2, each tube shall be marked by suitable and durable methods such as painting, stamping, adhesive labels or attached tags with the following:
the manufacturers name or trademark;
the number of this Part of this European Standard (EN 10297-1);
the steel name, e.g. E275;
the symbol for the delivery condition, see Table 2, except for the condition +AR for grades in Table 3;
the symbol +H and the cast number for tubes supplied against a hardenability requirement (see 8.5);
33
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EN 10297-1:2003 (E)
in the case of specific inspection, the mark of the inspection representative and an identification number (e.g. order or item number) which permits the correlation of the product or delivery unit to the related document.
Example of marking :
X-EN 10297-1 - C15R+FP - Y - Z X
is the manufacturers name or trademark
Y
is the mark of inspection representative
Z
is the identification number (e.g. order or item number)
12.2 Where the products are supplied bundled, the marking required in 12.1 may be on a label which shall be securely attached to the bundle. Additionally the label or tags shall identify the diameter, wall thickness and type of length of the tube.
13 Protection The tubes shall be delivered without temporary corrosion protection unless Option 20 is specified. Option 20 Tubes shall be specially protected for transit and storage. The type of coating shall be agreed at the time of enquiry and order.
34
1.1121
1.1141
1.1140
1.7131
1.7139
1.6523
1.6526
C15E
C15R
16 Mn Cr 5
16 Mn Cr S 5
20 Ni Cr Mo 2-2
20 Ni Cr Mo S 2-2
Steel number
C10E
Steel name
Steel grade
0,17
0,17
0,14
0,14
0,12
0,12
0,07
min.
C
0,23
0,23
0,19
0,19
0,18
0,18
0,13
max.
0,40
0,40
0,40
0,40
0,40
0,40
0,40
max.
Si
0,65
0,65
1,00
1,00
0,30
0,30
0,30
min.
0,95
0,95
1,30
1,30
0,60
0,60
0,60
max.
Mn
0,035
0,035
0,035
0,035
0,035
0,035
0,035
max.
P
0,020
-
0,020
0,020
-
-
min.
S
0,040
0,035
0,040
0,035
0,040
0,035
0,035
max.
0,35
0,35
0,80
0,80
-
-
-
min.
Cr
0,70
0,70
1,10
1,10
-
-
-
max.
Table A.1 — Chemical composition (cast analysis) in % by mass
Steels for case hardening
Annex A (normative)
0,15
0,15
-
-
-
-
-
min.
Mo
0,25
0,25
-
-
-
-
-
max.
0,40
0,40
-
-
-
-
-
min.
Ni
0,70
0,70
-
-
-
-
-
max.
35
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Annex B (informative) Recommended heat treatment temperatures
Table B.1 — Recommended heat treatment temperatures in °C for steels in Table A.1 Steel grade Steel name
36
Heat Treatment for the delivery condition Steel number +A
+TH
+FP
+N
C10E
1.1121
650 to 700
-
-
900 to 920
C15E
1.1141
650 to 700
-
-
890 to 920
C15R
1.1140
650 to 700
-
-
890 to 920
16 Mn Cr 5
1.7131
650 to 700
850 to 950
900 to –1 000
840 to 870
16 Mn Cr S 5
1.7139
650 to 700
850 to 950
900 to –1 000
840 to 870
20 Ni Cr Mo 2-2
1.6523
650 to 700
850 to 950
900 to –1 000
850 to 880
20 Ni Cr Mo S 2-2
1.6526
650 to 700
850 to 950
900 to –1 000
850 to 880
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EN 10297-1:2003 (E)
Table B.2 — Recommended heat treatment temperatures °C for steels in Tables 3, 4, 5 and 6 Steel grade Steel name
Heat treatment
Steel number
Anneal
Normalize
Austenitize a
Temper
E235
1.0308
-
880 to 940
-
-
E275
1.0225
-
880 to 940
-
-
E315
1.0236
-
890 to 950
-
-
E355
1.0580
-
900 to 960
-
-
E275K2
1.0456
-
880 to 940
-
-
E355K2
1.0920
-
900 to 960
-
-
E420J2
1.0599
E460K2
1.8891
-
-
E590K2
1.0644
900 to 960
580 to 680
E730K2
1.8893
910 to 950
550 to 680
900 to 960 -
-
880 to 950
-
b
C22E
1.1151
650 to 700
880 to 920
C35E
1.1181
650 to 700
860 to 900
840 to 880
550 to 680
C45E
1.1191
650 to 700
840 to 880
820 to 860
550 to 680
C60E
1.1221
650 to 700
820 to 860
800 to 840
550 to 680
38Mn6
1.1127
650 to 700
850 to 880
860 to 900
550 to 680
820 to 850
540 to 680
c
820 to 860
540 to 680
41Cr4
1.7035
680 to 720
840 to –880
25CrMo4
1.7218
680 to 720
860 to –900 c
840 to 880
540 to 680
30CrMo4
1.7216
680 to 720
860 to –900 c
840 to 870
540 to 680
34CrMo4
1.7220
680 to 720
850 to –890 c
830 to 870
540 to 680
42CrMo4
1.7225
680 to 720
840 to –880 c
820 to 860
540 to 680
36CrNiMo4
1.6511
650 to 700
850 to –880 c
820 to 850
540 to 680
30CrNiMo8
1.6580
650 to 700
850 to –880 c
830 to –860 d
540 to 680
41NiCrMo7-3-2
1.6563
650 to 700
860 to –890 c
840 to 870
530 to 680
a
Unless otherwise stated temperatures are for water quenching and have to be increased by 10 °C for oil quenching.
b
Only water quenching.
c
These temperatures apply when normalizing is carried out prior to quenching and tempering.
d
Only oil quenching.
37
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EN 10297-1:2003 (E)
Annex C (normative) Hardness requirements for heat treated tubes
Table C.1 — Brinell hardness requirements for tubes in delivery condition +A, +TH or +FP Steel grade Steel name
38
Steel number
Brinell hardness in delivery condition +A
+TH
+FP
min.
max.
min.
max.
C22E
1.1151
156
-
-
-
-
C35E
1.1181
183
-
-
-
-
C45E
1.1191
207
-
-
-
C60E
1.1221
241
-
-
-
-
38Mn6
1.1127
223
-
-
-
-
41Cr4
1.7035
241
-
-
-
-
25CrMo4
1.7218
212
-
-
-
-
30CrMo4
1.7216
223
-
-
-
-
34CrMo4
1.7220
223
-
-
-
-
42CrMo4
1.7225
241
-
-
-
-
36CrNiMo4
1.6511
241
-
-
-
-
30CrNiMo8
1.6580
245
-
-
-
-
41NiCrMo7-3-2
1.6563
248
-
-
-
-
C10E
1.1121
131
-
-
-
-
C15E
1.1141
143
-
-
-
-
C15R
1.1140
143
-
-
-
-
16MnCr5
1.7131
207
156
207
140
187
16MnCrS5
1.7139
207
156
207
140
187
20NiCrMo2-2
1.6523
212
161
212
149
194
20NiCrMoS2-2
1.6526
212
161
212
149
194
a
1.1181
1.1191
1.1221
1.1127
C35E
C45E
C60E
38 Mn6
Distance 1,5 mm from quenched end.
Steel number
Steel name
Steel grade
-
58 a 51 a
max. min.
-
57
66
60
67
max.
51
61
40
57
2
min.
55
62
max. min.
48
58
min.
max.
1
47
57
50
65
37
61
33
55
3
-
-
39
63
30
60
24
53
4
40
55
35
62
28
57
22
49
5
-
-
33
59
27
51
20
41
6
33
51
32
54
26
44
-
34
7
-
-
31
47
25
37
-
31
8
HRC hardness
27
47
30
39
24
34
-
28
9
-
-
29
37
23
33
-
27
10
23
42
28
36
22
32
-
26
11
21
37
27
35
21
31
-
25
13
Limits of range for distance in mm from the quenched end
Table D.1 — Non-alloy special steels
Hardenability - Limiting values for C scale Rockwell
Annex D (normative)
20
34
26
34
20
30
-
24
15
31
25
33
-
29
-
23
20
-
29
23
31
-
28
-
20
25
-
-
21
30
-
27
-
30
39
EN 10297-1:2003 (E)
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40
Steel number
1.7035
1.7218
1.7216
1.7220
1.7225
1.6511
1.6580
1.6563
41Cr4
25CrMo4
30CrMo4
34CrMo4
42CrMo4
36CrNiMo4
30CrNiMo8
40NiCrMo7-3-3
Steel grade
Steel name
EN 10297-1:2003 (E)
53
60
max. min.
48
56
max. min.
51
59
max. min.
53
61
max. min.
49
57
max. min.
49
56
max. min.
44
52
max. min.
53
61
min.
max.
1.5
53
60
48
56
50
59
53
61
49
57
46
55
43
52
52
61
3
53
60
48
56
49
58
52
61
48
57
43
54
40
51
50
60
5
53
60
48
56
49
58
51
60
45
56
35
50
37
50
47
59
7
53
60
47
55
48
57
49
60
42
55
32
48
34
48
41
58
9
53
60
47
55
47
57
43
59
39
54
29
45
32
46
37
56
11
52
60
47
55
46
57
40
59
36
53
26
40
29
43
34
54
13
52
60
46
55
45
56
37
58
34
52
26
39
27
41
32
52
15
49
59
46
55
43
55
34
56
30
48
24
35
23
37
29
46
20
47
58
45
54
41
54
32
53
28
45
23
33
21
35
26
42
25
46
58
45
54
39
53
31
51
27
43
22
33
20
33
23
40
30
44
57
44
54
38
52
30
48
26
41
-
31
-
32
21
38
35
Limits of range for distance in mm from the quenched end HRC hardness
Table D.2 — Alloy special steels
43
57
44
54
36
51
30
47
25
40
-
31
-
31
-
37
40
42
56
43
54
34
50
29
46
24
40
-
30
-
31
-
36
45
40
56
43
54
33
49
29
45
24
39
-
29
-
31
-
35
50
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Steel 317.11 number 1.7131 317.19 1.7139 256.13 1.6523 256.16 1.6526
16MnCr5 M61Cn5Sr
16MnCrS5 N02CiMr2-2o
20NiCrMo2-2 N02CiMr2-2So
20NiCrMoS2-2
n leetSumreb
Steel name M61Cn5r
n leetSame
Steel grade
rg leetSdae
Tabl— 3.D e Alolps yeclai tsleef soc resa hadrnenig
min.
max. .nim
min. xam.
max. .nim
xam.
3 5 44
5 7 14
7 9 93
41
37
31
25
22
4914 4873 4513 4252 3622
3994 3684 3154 2624 2463
15
20
25
- 13
20
-
3302 31 -
2133
3712 35 -
-
30 -
- 03
33 -
-
27 -
- 72
31 -
-
25 -
- 52
30 -
1173 1353 1533 2013 2503
HRC 9 hardness 11 13
4793 4663 4413 4162 3942
1.574 3 64
5.1
30
-
24 -
- 42
29 -
3092
Limits of range for distance in mm from the quenched end ah CRHendrss
Lfo stimi raegn rof tsidecna m nim rft mohuq ehcnedne de
Table D.3 — Alloy special steels for case hardening
35
-
24 -
- 42
28 -
3582
-
23 -
- 32
27 -
4072
40
14
41
-79201 NE:13002 (E) EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Annex E (normative) Formulae for calculation of nominal section properties
The nominal sectional properties for tubes are calculated from the following geometric properties using the formulae given as follows: Specified outside diameter
D
(in mm)
Specified thickness
T
(in mm)
Calculated inside diameter
d = D - 2T
Superficial area/unit length
As
=
(in mm) π D 10 3
(in m2/m)
Cross sectional area
A
=
π( D 2 − d 2 ) 4 ⋅102
Mass per length
M
=
0,785 A
(in kg/m)
Second moment of area
I
=
π( D 4 − d 4 ) 64 ⋅10 4
(in cm4)
Radius of gyration
i
=
Elastic section modulus
Wel
=
2 I ⋅ 10 D
(in cm3)
Plastic section modulus
Wpl
=
D3 − d 3 6⋅10 3
(in cm3)
Torsional Inertia constant (polar moment of inertia)
It
=
2I
(in cm4)
Torsional modulus constant
Ct
=
2 Wel
(in cm3)
42
I A
(in cm2)
(in cm)
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EN 10297-1:2003 (E)
Bibliography
EN 10083-1:1991 + A1, Quenched and tempered steels — Part 1 : Technical delivery conditions for special steels (includes amendment A1:1996). EN 10083-2:1991 + A1:1996, Quenched and tempered steels — Part 2 : Technical delivery conditions for unalloyed quality steels (includes amendment A1:1996).. EN 473, Non-destructive testing — Qualification and certification of NDT personnel — General principles.
43
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BS EN 10297-1:2003
BSI — British Standards Institution BSI is the independent national body responsible for preparing British Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter. Revisions British Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the latest amendments or editions. It is the constant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which can be found on the inside front cover. Tel: +44 (0)20 8996 9000. Fax: +44 (0)20 8996 7400. BSI offers members an individual updating service called PLUS which ensures that subscribers automatically receive the latest editions of standards. Buying standards Orders for all BSI, international and foreign standards publications should be addressed to Customer Services. Tel: +44 (0)20 8996 9001. Fax: +44 (0)20 8996 7001. Email: [email protected]. Standards are also available from the BSI website at http://www.bsi-global.com. In response to orders for international standards, it is BSI policy to supply the BSI implementation of those that have been published as British Standards, unless otherwise requested. Information on standards BSI provides a wide range of information on national, European and international standards through its Library and its Technical Help to Exporters Service. Various BSI electronic information services are also available which give details on all its products and services. Contact the Information Centre. Tel: +44 (0)20 8996 7111. Fax: +44 (0)20 8996 7048. Email: [email protected]. Subscribing members of BSI are kept up to date with standards developments and receive substantial discounts on the purchase price of standards. For details of these and other benefits contact Membership Administration. Tel: +44 (0)20 8996 7002. Fax: +44 (0)20 8996 7001. Email: [email protected]. Information regarding online access to British Standards via British Standards Online can be found at http://www.bsi-global.com/bsonline. Further information about BSI is available on the BSI website at http://www.bsi-global.com. Copyright Copyright subsists in all BSI publications. BSI also holds the copyright, in the UK, of the publications of the international standardization bodies. Except as permitted under the Copyright, Designs and Patents Act 1988 no extract may be reproduced, stored in a retrieval system or transmitted in any form or by any means – electronic, photocopying, recording or otherwise – without prior written permission from BSI.
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BRITISH STANDARD
BS EN 10297-1:2003 Incorporating Corrigendum No. 1
Seamless circular steel tubes for mechanical and general engineering purposes — Technical delivery conditions — Part 1: Non-alloy and alloy steel tubes
The European Standard EN 10297-1:2003 has the status of a British Standard
ICS 77.140.75
12&23<,1*:,7+287%6,3(50,66,21(;&(37$63(50,77('%<&23<5,*+7/$:
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BS EN 10297-1:2003
National foreword This British Standard is the official English language version of EN 10297-1:2003. It supersedes BS 6323-3:1982 which is withdrawn. Together with BS EN 10305-1, BS EN 10305-2, BS EN 10305-3, BS EN 10305-4, BS EN 10305-5 and BS EN 10305-6, BS EN 10296-1 and BS EN 10296-2, it will also supersede BS 6323-1:1982, which will be withdrawn upon publication of all the standards in the series. The UK participation in its preparation was entrusted to Technical Committee ISE/8, Steel pipes, which has the responsibility to: —
aid enquirers to understand the text;
—
present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed;
—
monitor related international and European developments and promulgate them in the UK.
A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations.
Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 43 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued.
Amendments issued since publication This British Standard was published under the authority of the Standards Policy and Strategy Committee on 18 February 2003 © BSI 6 August 2003
ISBN 0 580 41282 2
Amd. No.
Date
Comments
14629
6 August 2003
Correction to supersession details in the national foreword
Corr No. 1
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EUROPEAN STANDARD
EN 10297-1
NORME EUROPÉENNE EUROPÄISCHE NORM
February 2003
ICS 77.140.75
English version
Seamless circular steel tubes for mechanical and general engineering purposes - Technical delivery conditions - Part 1: Non-alloy and alloy steel tubes Tubes sans soudure en acier pour utilisation en mécanique générale et en construction mécanique - Conditions techniques de livraison - Partie 1: Tubes en acier non allié et allié
Nahtlose kreisförmige Stahlrohre für den Maschinenbau und allgemeine technische Anwendungen - Technische Lieferbedingungen - Teil 1: Rohre aus unlegierten und legierten Stählen
This European Standard was approved by CEN on 16 October 2002. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
© 2003 CEN
All rights of exploitation in any form and by any means reserved worldwide for CEN national Members.
B-1050 Brussels
Ref. No. EN 10297-1:2003 E
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EN 10297-1:2003 (E)
Contents page Foreword......................................................................................................................................................................4 1
Scope ..............................................................................................................................................................5
2
Normative references ....................................................................................................................................5
3
Terms and definitions....................................................................................................................................6
4
Symbols ..........................................................................................................................................................7
5 5.1 5.2
Classification and designation .....................................................................................................................7 Classification..................................................................................................................................................7 Designation.....................................................................................................................................................7
6 6.1 6.2 6.3
Information to be supplied by the purchaser..............................................................................................8 Mandatory information ..................................................................................................................................8 Options............................................................................................................................................................9 Example of an order.......................................................................................................................................9
7 7.1 7.2 7.3
Manufacturing process ...............................................................................................................................10 Steelmaking process ...................................................................................................................................10 Deoxidation process....................................................................................................................................10 Tube manufacture and delivery conditions ..............................................................................................10
8 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9
Requirements ...............................................................................................................................................12 General..........................................................................................................................................................12 Chemical composition.................................................................................................................................12 Mechanical properties .................................................................................................................................15 Hardness requirements...............................................................................................................................22 Hardenability ................................................................................................................................................22 Appearance and soundness .......................................................................................................................23 Straightness .................................................................................................................................................23 End preparation............................................................................................................................................23 Dimensions, masses, tolerances and sectional properties ....................................................................23
9 9.1 9.2 9.3
Inspection .....................................................................................................................................................27 Types of inspection .....................................................................................................................................27 Inspection documents .................................................................................................................................27 Summary of inspection and testing ...........................................................................................................28
10 10.1 10.2
Sampling .......................................................................................................................................................29 Frequency of tests .......................................................................................................................................29 Preparation of samples and test pieces ....................................................................................................30
11 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 11.10
Test methods................................................................................................................................................31 Tensile test ...................................................................................................................................................31 Impact test ....................................................................................................................................................31 Hardenability test .........................................................................................................................................32 Hardness test ...............................................................................................................................................32 Leak tightness test.......................................................................................................................................32 Non-destructive testing ...............................................................................................................................33 Dimensional inspection...............................................................................................................................33 Visual examination.......................................................................................................................................33 Material identification ..................................................................................................................................33 Retests, sorting and reprocessing.............................................................................................................33
12
Marking .........................................................................................................................................................33
2
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EN 10297-1:2003 (E)
13
Protection .....................................................................................................................................................34
Annex A (normative) Steels for case hardening ....................................................................................................35 Annex B (informative) Recommended heat treatment temperatures ..................................................................36 Annex C (normative) Hardness requirements for heat treated tubes..................................................................38 Annex D (normative) Hardenability - Limiting values for C scale Rockwell .......................................................39 Annex E (normative) Formulae for calculation of nominal section properties...................................................42 Bibliography ..............................................................................................................................................................43
3
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EN 10297-1:2003 (E)
Foreword
This document (EN 10297-1:2003) has been prepared by Technical Committee ECISS /TC 29, "Steel tubes and fittings for steel tubes" the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2003, and conflicting national standards shall be withdrawn at the latest by August 2003. In this European Standard the annexes A, C, D and E are normative and annex B is informative. Another Part of EN 10297 in course of preparation is :
Part 2 : Stainless steel tubes
Another European Standard series covering welded tubes for mechanical and general engineering purposes is currently being prepared. prEN 10296, Welded circular steel tubes for mechanical and general engineering purposes — Technical delivery conditions. Other European Standard series being prepared in this area are prEN 10294 for hollow bars for machining and prEN 10305 for steel tubes for precision applications. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and the United Kingdom.
4
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EN 10297-1:2003 (E)
1
Scope
This Part of EN 10297 specifies the technical delivery conditions for seamless circular tubes made of non-alloy and alloy steels for mechanical and general engineering purposes.
2
Normative references
This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 10002-1, Metallic materials — Tensile testing — Part 1: Method of test at ambient temperature. EN 10020, Definition and classification of grades of steel. EN 10021, General technical delivery requirements for steel and iron products. EN 10027-1, Designation systems for steel — Part 1: Steel names, principal symbols. EN 10027-2, Designation systems for steel — Part 2: Numerical system. EN 10045-1, Metallic materials — Charpy Impact test — Part 1: Test method. EN 10052, Vocabulary of heat treatment terms for ferrous products. prEN 10168, Iron and steel products — Inspection documents – List of information and description. EN 10204, Metallic products — Types of inspection documents. EN 10220, Seamless and welded steel tubes - General tables of dimensions and masses per unit length. EN 10246-1, Non-destructive testing of steel tubes — Part 1: Automatic electromagnetic testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for verification of hydraulic leak-tightness. EN 10246-3, Non-destructive testing of steel tubes — Part 3 : Automatic eddy current testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of imperfections. EN 10246-5, Non-destructive testing of steel tubes — Part 5 : Automatic full peripheral magnetic transducer/flux leakage testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for the detection of longitudinal imperfections. EN 10246-7, Non-destructive testing of steel tubes — Part 7 : Automatic full peripheral ultrasonic testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of longitudinal imperfections. EN 10256, Non-destructive testing of steel tubes — Qualification and competence of level 1 and 2 non-destructive testing personnel. CR 10260:1998, Designation systems for steel - Additional symbols. prEN 10266, Steel tubes, fittings and structural hollow sections — Symbols and definition of terms for use in product standards. EN ISO 377, Steel and steel products — Location and preparation of samples and test pieces for mechanical testing (ISO 377:1997). 5
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EN 10297-1:2003 (E)
EN ISO 642, Steel — Hardenability test by end quenching (Jominy test) (ISO 642:1999). EN ISO 2566-1, Steel — Conversion of elongation values — Part 1: Carbon and low alloy steels (ISO 2566-1:1984). EN ISO 6506-1, Metallic materials - Brinell hardness test — Part 1: Test method (ISO 6506-1:1999). EN ISO 6508-1:1999, Metallic materials - Rockwell hardness test — Part 1 : Test method (scales A, B, C, D, E, F, G, H, K, N, T) (ISO 6508-1:1999). EURONORM 103, Micrograph determination of the ferritic or austenitic grain size of steels.
3
Terms and definitions
For the purposes of this European Standard, the terms and definitions given in EN 10020, EN 10021, EN 10052 and prEN 10266 and the following terms and definitions apply. 3.1 fine grain steel steel having an austenitic/ferritic grain size equal to or finer than 6 when measured in accordance with EURONORM 103 3.2 normalizing rolling a rolling process in which the final deformation is carried out in a certain temperature range leading to a material condition equivalent to that obtained after normalizing so that the specified values of the mechanical properties are retained even after normalizing (+N) NOTE Delivery condition of tubes manufactured by a normalizing rolling process or normalized by heat treatment in a furnace are both identified with the same symbol.
3.3 as rolled formed after heating into the austenitic region (i.e. above AC 3) without subsequent heat treatment (+AR) 3.4 annealing heat treatment at a temperature slightly below AC 1 (+A) 3.5 TH treatment heat treatment with the object of achieving a hardness within a specified range (+TH) 3.6 FP treatment heat treatment with the object of producing a ferritic and pearlitic structure and achieving a hardness within a specified range (+FP) 3.7 employer organization for which the person works on a regular basis NOTE The employer may be either the tube manufacturer or a third party organization providing non-destructive testing (NDT) services.
6
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EN 10297-1:2003 (E)
4
Symbols
See prEN 10266 and CR 10260.
5 5.1
Classification and designation Classification
In accordance with EN 10020 the grades in Tables 3, 4 ,5, 6 and A1 are classified as given in Table 1.
5.2
Designation
For tubes covered by this Part of this European Standard the steel designation consists of:
the number of this Part of this European Standard (EN 10297-1) ;
plus either :
the steel name in accordance with EN 10027-1 and CR 10260 ;
or
the steel number allocated in accordance with EN 10027-2.
These are given in Table 1.
7
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EN 10297-1:2003 (E)
Table 1 — Classification of steel grades and delivery condition Steel grade Steel name
Steel number
Normal delivery condition a
Classification in accordance with EN 10020
E235
1.0308
+AR
E275
1.0225
or
E315
1.0236
+N
E355
1.0580
E470
1.0536
+AR
E275K2
1.0456
+N
E420J2
1.0599
E355K2
1.0920
E460K2
1.8891
+N
Alloy special steel
E590K2
1.0644
+QT
Non-alloy special steel
E730K2
1.8893
+QT
Alloy special steel
C22E
1.1151
C35E
1.1181
C45E
1.1191
+N or +QT
Non-alloy special steel
C60E
1.1221
38Mn6
1.1127
41Cr4
1.7035
25CrMo4
1.7218
30CrMo4
1.7216
34CrMo4
1.7220
+QT
Alloy special steel
42CrMo4
1.7225
36CrNiMo4
1.6511
30CrNiMo8
1.6580
41NiCrMo7-3-2
1.6563
C10E
1.1121
C15E
1.1141
C15R
1.1140
16MnCr5
1.7131
16MnCrS5
1.7139
20NiCrMo2-2
1.6523
20NiCrMoS2-2
1.6526
Non-alloy quality steel
Alloy quality steel
Non-alloy special steel +A, +TH, +FP, +N
Alloy special steel
a
At the discretion of the manufacturer, the tube may be cold finished. The tube shall then be annealed or normalized, to achieve the required properties.
6 6.1
Information to be supplied by the purchaser Mandatory information
The following information shall be supplied by the purchaser at the time of enquiry and order : 1)
the quantity (mass or total length or number);
2) 8
the term "tube";
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EN 10297-1:2003 (E)
3)
the dimensions (outside diameter, wall thickness) (see 8.9.1);
4)
the designation according to this Part of this European Standard (see 5.2);
5)
the delivery condition (see 7.3.1).
6.2
Options
A number of options are specified in this Part of this European Standard, and are listed as follows with appropriate clause references. In the event that the purchaser does not indicate his wish to implement any of these options at the time of enquiry and order the tube shall be supplied in accordance with the basic specification(See 6.1). 1)
Descaling (see 7.3.1);
2)
tensile test on sample in condition +N (see 8.3.2);
3)
tensile test on sample in condition +QT (see 8.3.3);
4)
tensile test (see 8.3.4);
5)
impact energy values of Table 13 (see 8.3.5);
6)
hardness range (see 8.4.2);
7)
hardness test (see 8.4.3);
8)
hardenability requirements of Aannex D (see 8.5);
9)
verification of hardenability (see 8.5);
10) verification of hardenability by test (see 8.5); 11) non-destructive testing (see 8.6.2); 12) leak tightness test (see 8.6.2); 13) exact lengths (see 8.9.2); 14) specific inspection for tubes made of steels from Table 3 (see 9.1); 15) inspection document 2.2 (see 9.2.1); 16) inspection document 3.1.A, 3.1.C or 3.2 (see 9.2.1); 17) hardenability test on a test piece taken from a sample tube (see 11.3); 18) supplied tubes shall not contain areas prepared and used for hardness test (see 11.4); 19) selection of the leak tightness test method by the purchaser (see 11.5.1); 20) coating for transit and storage (see clause 13).
6.3
Example of an order
Twenty five tonnes of tube in accordance with EN 10297-1 with specified outside diameter of 60,3 mm and specified wall thickness of 3,6 mm grade E275 steel in the normalised delivery condition and supplied with specific inspection. 9
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EN 10297-1:2003 (E)
25 t Tube - - 60,3 x 3,6 - EN 10297 - E275 - +N -
7
Option 14
Manufacturing process
7.1
Steelmaking process
The steelmaking process is at the discretion of the manufacturer. Elements not included in Tables 3, 4, 5, 6 and A1 for the relevant grade shall not be intentionally added to the steel without the agreement of the purchaser, except for elements which may be added for finishing the cast. All appropriate measures shall be taken to prevent the addition of undesirable elements from scrap or other materials used in the steelmaking process.
7.2
Deoxidation process
Steels shall be fully killed and additionally those in Tables 4 and 5 shall contain N binding elements and are fine grain steels.
7.3 7.3.1
Tube manufacture and delivery conditions Tubes shall be manufactured by a seamless process.
Table 2 gives a summary of delivery conditions, hardenability requirements and related mandatory and optional test requirements for mechanical properties and hardness. For hardenability requirements see 8.5. Tubes made of steels in Table 3 with the exception of E470 are normally supplied as rolled or normalized at the discretion of the manufacturer. However the purchaser may specify +N condition. Grade E470 is supplied as rolled. Tubes made of steels in Table 4 are supplied in the delivery condition indicated in Table 9. Tubes made of steels in Tables 5, 6 and A1 are supplied in a delivery condition indicated in Table 2 as specified by the purchaser. The recommended heat treatment temperatures are given in Table B.1 and Table B.2 as appropriate. At the manufacturers discretion tube may be cold finished, before the specified heat treatment is given. Cold finished tubes in the +AR condition shall be annealed or normalized to achieve the specified properties. NOTE
The cold drawing process leaves residual oil on the tube which may leave a residue when heat treated.
When specified the tubes shall be supplied descaled (see option 1). The amount of descaling shall be agreed at the time of enquiry and order. The method is at the discretion of the manufacturer. Option 1 : Tubes shall be supplied descaled.
7.3.2 All NDT activities shall be carried out by qualified and competent level 1, 2 and/or 3 personnel authorised to operate by the employer. The qualification shall be in accordance with EN 10256 or, at least an equivalent to it. It is recommended that the level 3 personnel be certified in accordance with EN 473 or, at least an equivalent to it. The operating authorisation issued by the employer shall be in accordance with a written procedure. NDT operations shall be authorised by a level 3 NDT individual approved by the employer. NOTE
10
The definition of level 1, 2 and 3 can be found in appropriate standards, e.g. EN 473 and EN 10256.
e
d
c
b
a
M M M M
Option 8
Option 8 Option 8 d Option 8 d Option 8 d Option 8 d Option 8 d
+AR c
+QT
+A
+AR
+N
+A
+TH e
+FP e
-
12
-
Option 4
Option 4
Option 4
Option 4
-
Option 4
M
-
Option 4
M
M
-
M
M
M
M
Standard condition
-
-
-
-
-
-
-
-
Option 2
-
-
Option 2
-
-
-
-
-
-
-
-
-
Option 3
-
Option 3
Option 3
-
Option 3
Option 3
-
-
-
-
Simulated +N Simulated +QT condition condition
Tensile test
+TH and +FP only apply for 16MnCr5, 16MnCrS5, 20NiCrMo2-2 and 20NiCrMoS2-2.
Option 8 only applies for alloy special steels.
+AR condition only applies for 25CrMo4 and 34CrMo4.
-
-
-
-
-
-
Option 5
-
-
Option 5
-
-
M
M
-
-
Impact test
Test requirements a
At the manufacturers discretion as rolled or normalized except for grade E 470 which is always supplied in +AR condition.
M
M
M
M
M
Option 8
+A
M
M
-
Option 8
M
+QT
+N
10
Option 8
M
M
M
M
Cast analysis
11
+AR
-
-
+QT
-
-
-
b
Hardenability requirement
+N
+N
+AR
Applicable Delivery Table(s) condition
M = Mandatory, - = Not applicable.
Table A.1
Table 6
Table5
Tables 4 and 9
Tables 3 and 8
Applicable Table(s)
Table 2 — Summary of delivery conditions, related options and requirements
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
Option 9 or 10
-
Option 9 or 10
Option 9 or 10
-
Option 9 or 10
Option 9 or 10
-
-
-
-
Hardenability verification or test
M
M
M
Option 7
-
M
Option 6
-
M
Option 6
-
-
-
-
-
-
Hardness test
11
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
8 8.1
Requirements General
Tubes, when supplied in a delivery condition indicated in 7.3.1 and inspected in accordance with clause 9, shall conform to the requirements of this Part of this European Standard. In addition the general technical delivery requirements specified in EN 10021 apply.
8.2
Chemical composition
The cast analysis reported by the steel producer shall apply and shall conform to the requirements of Tables 3, 4, 5, 6 and Table A.1. In case of dispute the permissible deviations of a product analysis from the limits on cast analysis specified in Tables 3, 4, 5, 6 and Table A.1 are given in Table 7. NOTE When welding tubes produced according to this part of EN 10297, account should be taken of the fact that the behaviour of the steel during and after welding is dependent not only on the steel and the delivery condition but also on the conditions of preparing for and carrying out welding. Not all of the steels specified in this standard are able to be welded unless specialised techniques are employed by specialist welders.
Table 3 — Chemical composition (cast analysis) for non-alloy quality steel, in % by mass a Steel grade
Steel name
Steel number
E235
a b
C
min.
Si
Mn
S
max.
max.
max.
min.
max.
min.
1.0308
0,17
-
0,35
-
1,20 0,030 0,035
E275
1.0225
0,21
-
0,35
-
1,40 0,030 0,035
E315
1.0236
0,21
-
0,30
-
1,50 0,030 0,035
E355 b
1.0580
0,22
-
0,55
-
1,60 0,030 0,035
E470
1.0536
0,22
0,10
0,50
1,30
0,16
max.
P
Other elements
1,70 0,030 0,035 Al min 0,010, N max. 0,020, Nb max. 0,07, V 0,08/0,15
See also 7.1.
Additions of Nb, V and Ti are permitted at the discretion of the manufacturer, the content of these elements shall be reported.
12
1.0920
1.0599
1.8891
1.0644
1.8893
E355K2
E420J2
E460K2
E590K2
E730K2
c
b
Si
Mn
-
0,16
-
0,16
-
-
0,50 0,90 1,65
0,40 0,50 1,40
-
0,60 1,00 1,70
0,20
-
0,50 1,40 1,70
0,22 0,10 0,50 1,30 1,70
0,20
0,22 0,10 0,50 1,30 1,70
0,20
0,20
min. max. min. max. min. max.
C
0,025
0,030
0,030
0,030
0,030
0,030
max.
P
0,025
0,035
0,030
0,035
0,030
0,030
max.
S
Nb + V = 0,20 % max.
Mo
Ni
0,30
0,30
0,30
0,30
0,30
0,30
0,08
0,10
0,08
0,10
0,10
-
-
-
-
-
0,40
0,80
0,40
0,50
0,30
0,30 0,45 0,30 0,70
-
-
-
-
-
max. min. max. min. max.
Cr
If sufficient other N-binding elements are present the minimum total Al content does not apply.
See also 7.1.
1.0456
E275K2
a
Steel number
Steel name
Steel grade
0,020
0,010
0,020
0,010
0,020
0,020
min.
Total b
Al
0,20
0,30
0,70
0,30
0,35
0,35
max.
Cu
0,05
0,020 0,07 c 0,020
0,05
0,05
0,025 0,05 c
0,05
0,05
0,020
0,07 c
0,03
max.
Ti
0,05
0,05
max.
Nb
0,05
0,015
0,015
max.
N
Table 4 — Chemical composition (cast analysis) for tubes with specified impact properties in % by massa
-
0,08
-
0,08
-
-
min.
V
0,12
0,15c
0,20c
0,15c
0,12
0,05
max.
13
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Table 5 — Chemical composition (cast analysis) for tubes made of non-alloy special steels in % by massa b Steel grade
C
Si
Mn
P
S
Steel name
Steel number
min. max. min. max. min. max. max. max.
C22E
1.1151
0,17
0,24
-
0,40
0,40 0,70 0,035 0,035
C35E
1.1181
0,32
0,39
-
0,40
0,50 0,80 0,035 0,035
C45E
1.1191
0,42
0,50
-
0,40
0,50 0,80 0,035 0,035
C60E
1.1221
0,57
0,65
-
0,40
0,60 0,90 0,035 0,035
38Mn6
1.1127
0,34
0,42 0,15
0,35
1,40 1,65 0,035 0,035
a
See also 7.1.
b
Cr max. 0,40%, Mo max. 0,10%, Ni max 0,40%, Cr + Mo + Ni max. 0,63%.
Table 6 — Chemical composition (cast analysis) for tubes made from alloy special steels in % by massa Steel grade
Steel name
C
Steel min. number
Si
Mn
P
max. max. min. max. max.
S max.
Cr
Mo
Ni
min.
max.
min.
max.
min. max.
41Cr4
1.7035
0,38
0,45
0,40 0,60 0,90 0,035 0,035 0,90
1,20
-
-
-
-
25CrMo4
1.7218
0,22
0,29
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
30CrMo4
1.7216
0,27
0,34
0,35 0,35 0,60 0,035 0,035 0,80
1,15
0,15
0,30
-
-
34CrMo4
1.7220
0,30
0,37
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
42CrMo4
1.7225
0,38
0,45
0,40 0,60 0,90 0,035 0,035 0,90
1,20
0,15
0,30
-
-
36CrNiMo4
1.6511
0,32
0,40
0,40 0,50 0,80 0,035 0,035 0,90
1,20
0,15
0,30
0,90 1,20
30CrNiMo8
1.6580
0,26
0,34
0,40 0,30 0,60 0,035 0,035 1,80
2,20
0,30
0,50
1,80 2,20
41NiCrMo7-3-2 b
1.6563
0,38
0,44
0,30 0,60 0,90 0,025 0,025 0,70
0,90
0,15
0,30
1,65 2,00
a
See also 7.1.
b
≤ 0,25% Cu.
14
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EN 10297-1:2003 (E)
Table 7 — Permissible deviations of the product analysis from the specified limits on cast analysis Element
Limiting values for the specified analysis % by mass
Permissible deviation on the product analysis % by mass
C
≤ 0,55
± 0,02
> 0,55 ≤ 0,65
± 0,03
Si
≤ 0,60
± 0,05
Mn
≤ 1,70
- 0,05 / + 0,10
P
≤ 0,035
+ 0,005
S
≤ 0,040
+ 0,005
Cr
≤ 2,00
± 0,05
> 2,00 ≤ 2,20
± 0,10
≤ 0,30
± 0,03
> 0,30 ≤ 0,50
± 0,04
≤ 2,00
± 0,05
> 2,00 ≤ 2,20
± 0,07
Al total
≥ 0,010
- 0,005
Cu
≤ 0,35
+ 0,04
> 0,35 ≤ 0,70
+ 0,07
N
≤ 0,025
+ 0,002
Nb
≤ 0,07
+ 0,01
Ti
≤ 0,050
+ 0,01
V
≤ 0,20
± 0,02
Mo
Ni
8.3
Mechanical properties
8.3.1 For tubes made of steels covered by Tables 3, 4, 5, and 6 the mechanical properties for the relevant delivery condition in Tables 8, 9, 10,11 and 12 apply. 8.3.2 When specified, for tubes supplied as rolled or annealed in grades of Table 5 the mechanical properties in Table 10 shall apply for a sample submitted to a simulated normalizing treatment (see Option 2). Option 2
A tensile test shall be carried out on a sample test piece from a sample heat treated to the condition +N and the results reported.
8.3.3 When specified, for tubes supplied normalized in grades of Table 5 and for tubes supplied as rolled or annealed in grades of Table 5 and 6 the mechanical properties in Table 12 shall apply for a sample submitted to a simulated quenched and tempered treatment (see Option 3). Option 3
A tensile test shall be carried out on a sample test piece from a sample heat treated to the condition +QT and the results reported.
8.3.4 When specified for tubes supplied annealed in grades of Tables 5, 6, and Table A.1 or for tubes supplied in delivery condition +N, +TH or +FP in grades of Table A1 a tensile test shall be carried out and the results reported (see Option 4). 15
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EN 10297-1:2003 (E)
Option 4
A tensile test shall be carried out and the results reported.
8.3.5 When specified for tubes supplied quenched and tempered in grades of Table 5 or 6 except C60E the impact properties, shown in Table 13 shall apply (see Option 5). Option 5
16
The impact energy values of Table 13 shall be verified and the results reported.
1.0225
1.0236
1.0580
1.0536
E275
E315
E355
E470
b
a
315
355
+AR or a +N
+AR or a +N
1 MPa = 1 N/mm2.
At the manufacturers discretion as rolled or normalized.
470
275
+AR or a +N
+AR
235
≤ 16
+AR or a +N
Delivery condition
l = longitudinal, t = transverse.
1.0308
E 235
NOTE
Steel number
Steel name
Steel grade
430
345
305
265
225
-
335
295
255
215
≤ 65
≤ 40
-
315
280
245
205
≤ 80
> 65
> 80
-
295
270
235
195
≤ 100
650
490
450
410
360
≤ 16
600
490
450
410
-
490
450
410
360
≤ 65
≤ 40 360
> 40
> 16
For T in mm
For T in mm > 40
MPa
Mpa b
> 16
Tensile strength (Rm)
Yield strength (ReH)
Minimum tensile properties
Table 8 — Mechanical properties for tubes made of steels in accordance with Table 3
-
470
420
380
340
≤ 100
> 65
17
20
21
22
25
l
%
Elongation A
15
18
19
20
23
t
17
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18
1.0920
1.0599
1.8891
1.0644
1.8893
E355K2
E420J2
E460K2
E590K2
E730K2
+QT
+QT
+N
+N
+N
+N
Delivery condition
730
590
460
420
355
275
≤ 16
670
540
440
400
345
265
620
480
430
390
335
255
580
455
410
370
315
245
> 65 ≤ 80
540
420
390
360
295
235
≤ 100
> 80
790
700
550
600
490
410
≤ 16
750
650
550
560
490
410
> 16 ≤ 40
700
570
550
530
470
410
> 40 ≤ 65
> 65
680
520
520
500
470
380
≤ 100
For T in mm
For T in mm > 40 ≤ 65
MPa
MPa
> 16 ≤ 40
Tensile strength (Rm)
Yield strength (ReH)
Minimum tensile properties
15
16
19
19
20
22
l
%
13
14
17
17
18
20
t
Elongation A
Table 9 — Mechanical properties for tubes made of steels in accordance with Table 4
l = longitudinal, t = transverse.
1.0456
E275K2
NOTE
Steel number
Steel name
Steel grade
EN 10297-1:2003 (E)
40
40
40
27
40
40
l
27
27
27
20
27
27
t
Minimum average absorbed energy, KV min., J at a test temperature of – 20 °C
Impact properties
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1.1181
1.1191
1.1221
1.1127
C35E
C45E
C60E
38 Mn 6
400
390
340
300
240
380
350
305
270
210
≤ 40
360
340
305
270
210
> 40 ≤ 80
670
710
620
550
430
≤ 16
620
670
580
520
410
≤ 40
> 16
570
670
580
520
410
> 40 ≤ 80
For T in mm
For T in mm > 16
MPa
MPa
≤ 16
Tensile strength (Rm)
14
10
14
18
24
l
≤ 16
Minimum tensile properties Yield strength (ReH)
l = longitudinal, t = transverse.
1.1151
C22E
NOTE
Steel number
Steel name
Steel grade
12
8
12
16
22
t
15
11
16
19
25
l
≤ 40
> 16
13
9
14
17
23
t
For T in mm
%
Elongation A
16
11
16
19
25
l
≤ 80
> 40
14
9
14
17
23
t
Table 10 — Mechanical properties for tubes made of steels in accordance with Table 5 in delivery condition +N
19
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20
620
1.1191
1.1221
C45E
C60E
38 Mn 6 1.1127
NOTE
580
1.1181
C35E
> 50
570
520
430
380
290
470
450
370
320
270
≤ 50
≤ 20
400
420
340
290
260
≤ 80
850
850
700
630
500
≤8
750
800
650
600
470
≤ 20
>8
650
750
630
550
440
≤ 50
> 20
550
710
600
500
420
≤ 80
> 50
For T in mm
For T in mm > 20
MPa
MPa
>8
Tensile strength (Rm)
Yield strength (ReH)
l = longitudinal, t = transverse.
490
430
340
1.1151
C22E
≤8
Steel number
Steel name
13
11
14
17
20
l
≤8
t
11
9
12
15
18
Minimum tensile properties
14
13
16
19
22
l
12
11
14
17
20
15
14
17
20
22
t
13
12
15
18
20
≤ 50
≤ 20 l
> 20
>8
t
For T in mm
%
Elongation A
l
16
14
17
20
22
Table 11 — Mechanical properties for tubes made of steels in accordance with Table 5 in delivery condition +QT
Steel grade
EN 10297-1:2003 (E)
≤ 80
> 50
14
12
15
18
20
t
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1.7218
1.7216
1.7220
1.7225
1.6511
1.6580
1.6563
25 Cr Mo 4
30 Cr Mo 4
34 Cr Mo 4
42 Cr Mo 4
36 Cr Ni Mo 4
30 Cr Ni Mo 8
41 Ni Cr Mo 7-3-2
l = longitudinal, t = transverse.
1.7035
41 Cr 4
NOTE
Steel number
Steel name
Steel grade
950
1 050
900
900
800
750
700
800
≤8 > 50
870
1 050
800
750
650
630
600
660
800
900
700
650
550
520
450
560
≤ 50
≤ 20
750
800
600
550
500
480
400
-
≤ 80
1 150
1 250
1 100
1 100
1 000
950
900
1 000
≤8
1 050
1 250
1 000
1 000
900
850
800
900
≤ 20
>8
800
800
750
700
650
-
≤ 80
> 50
1 000
900
1 100 1 000
900
900
800
750
700
800
≤ 50
> 20
For T in mm
For T in mm > 20
MPa
MPa
>8
Tensile strength ( Rm)
Yield strength (ReH)
≤8
9
9
10
10
11
12
12
11
l
Minimum tensile properties
7
7
8
8
9
10
10
9
t
11
11
12
13
14
10
9
l
8
7
9
9
10
11
12
10
11
10
12
12
14
14
15
14
t
9
8
10
10
12
12
13
12
≤ 50
≤ 20 t
> 20
>8
12
l
For T in mm
%
A
Table 12 — Mechanical properties for tubes made of steels in accordance with Table 6 in delivery condition +QT
12
11
13
13
15
15
16
-
l
-
t
10
9
11
11
13
13
14
≤ 80
> 50
21
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EN 10297-1:2003 (E)
Table 13 — Impact properties a for tubes made of steels, in accordance with Tables 5 and 6 in delivery condition +QT Steel grade
Steel name
T≤8
8 < T ≤ 20
20 < T ≤ 60
60 < T ≤ 100
l
l
t
l
t
l
t
C22E
1.1151
50
50
32
40
27
40
27
C35E
1.1181
35
35
22
35
22
35
22
C45E
1.1191
25
25
14
25
14
25
14
38Mn6
1.1127
36
40
25
40
25
-
-
41Cr4
1.7035
30
35
22
35
22
-
-
25CrMo4
1.7218
45
50
32
50
32
45
27
30CrMo4
1.7216
40
45
27
45
27
45
27
34CrMo4
1.7220
35
40
25
45
27
45
27
42CrMo4
1.7225
30
35
22
35
22
35
22
36CrNiMo4
1.6511
35
40
25
45
27
45
27
30CrNiMo8
1.6580
30
30
20
35
22
45
27
41NiCrMo7-3-2
1.6563
35
40
25
45
27
45
27
NOTE a
8.4
Steel number
Minimum average absorbed energy KVmin, J, at a test temperature of 20 °C
l = longitudinal, t = transverse.
only applicable when option 5 is specified (see 8.3.5).
Hardness requirements
8.4.1 For tubes made of steel grades in Tables 5, 6 and Table A.1 and supplied in the annealed condition and for tube made of steel grades in Table A.1 and supplied in the +TH or +FP condition the hardness requirements in Table C.1 apply. 8.4.2 When Option 6 is specified, for grades of Table 5 and 6 in +QT condition, an agreed hardness range shall apply. Option 6
An agreed hardness range shall apply and be verified and the results reported (see 11.4).
8.4.3 When Option 7 is specified, for steel grades of Table A1 in +N condition, a hardness test shall be carried out and the results reported. Option 7
8.5
A hardness test shall be carried out and the results reported.
Hardenability
When Option 8 is specified for steel grades in Tables 5, 6 and for the alloy special steels in Table A.1, the hardenability requirements in Annex D shall apply, except for the +QT condition. Option 8
Hardenability requirements of Annex D shall apply.
When Option 9 or Option 10 is specified the hardenability shall be verified.
22
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EN 10297-1:2003 (E)
Option 9
Option 10
8.6 8.6.1
Hardenability in accordance with annex D shall be verified at the manufacturers discretion either by calculation or by test in accordance with EN ISO 642 and the results reported. Hardenability shall be verified by a test in accordance with EN ISO 642 and the results reported.
Appearance and soundness Appearance
The tube shall be free from external and internal surface defects that can be established by visual 8.6.1.1 inspection. The internal and external surface finish of the tubes shall be typical of the manufacturing process and, 8.6.1.2 where applicable, the heat treatment employed. The finish and surface condition shall be such that any surface imperfections requiring dressing can be identified. It shall only be permissible to remove surface imperfections, by grinding or machining, provided that, 8.6.1.3 after so doing the tube thickness in the dressed area is not less than the specified minimum wall thickness. All dressed areas shall blend smoothly into the contour of the tube. Surface imperfections which encroach on the minimum wall thickness shall be considered defects and 8.6.1.4 tubes containing these shall be deemed not to conform to this Part of this European Standard. 8.6.2
Soundness
When Option 11 is specified tubes, supplied with specific inspection and testing shall be subjected to non-destructive testing for imperfections. Option 11
The full length of the tube shall be non-destructively tested in accordance with 11.6.
When Option 12 is specified, tubes supplied with specific inspection and testing, shall be subjected to a leak tightness test. Option 12
8.7
Leak tightness testing shall be carried out in accordance with 11.5.
Straightness
The deviation from straightness of tubes with an outside diameter D equal to or greater than 33,7 mm shall not exceed 0,0015 L (L = Length of the tube). The deviation from straightness, for tubes with D less than 33,7 mm, is not specified. NOTE The deviation from straightness for tube with D < 33,7 mm is not specified, due to bending during processing and subsequent handling, however tube should be reasonably straight.
8.8
End preparation
Tubes shall be delivered with square cut ends. The ends shall be free from excessive burrs.
8.9 8.9.1
Dimensions, masses, tolerances and sectional properties Outside diameters, wall thicknesses and masses
Preferred outside diameters and wall thicknesses have been selected from EN 10220 and together with additional diameters are given in Table 14. The masses for these dimensions are given in EN 10220 or shall be calculated using the formulae in Annex E. NOTE
Dimensions which are not included in Table 14 may be agreed at the time of enquiry and order.
23
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EN 10297-1:2003 (E)
8.9.2
Length
The tubes shall be delivered in random lengths, unless Option 13 is specified. The length range may be agreed at the time of enquiry and order. Option 13
8.9.3 8.9.3.1
Exact lengths shall be supplied. The length required shall be specified at the time of enquiry and order.
Tolerances Tolerances on outside diameter (D) and wall thickness (T)
The outside diameter and wall thickness of the tubes shall be within the tolerance limits given in Table 15. Out of roundness is included in the tolerances on outside diameter and eccentricity is included in the tolerances on thickness.
24
D Outside diameter 26,9 33,7 35 38 40 42,4 44,5 48,3 51 54 57 60,3 63,5 70 73 76,1 82,5 88,9 101,6 108 114,3 121 127 133 139,7 141,3 152,4 159 168,3 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
2,3
2,6
2,9
3,2
3,6
4
4,5
5
5,4
5,6
6,3
7,1
8
T Wall thickness 8,8 10 11 12,5 14,2
16
17,5
20
Table 14 — Preferred dimensions of seamless steel tubes 22,2
25
28
30
32
36
40
45
25
26,9 33,7 35 38 40 42,4 44,5 48,3 51 54 57 60,3 63,5 70 73 76,1 82,5 88,9 101,6 108 114,3 121 127 133 139,7 141,3 152,4 159 168,3 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
D
Dimensions in mm
EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Table 14 — Preferred dimensions of seamless steel tubes (continued) Dimensions in mm D Outside diameter 177,8 193,7 203 219,1 229 244,5 273 298,5 323,9 355,6 368 406,4 419 457 508 521 559 610
50
55
60
T Wall thickness 65 70 80
90
100
Table 15 — Tolerances on outside diameter and on thickness Tolerances on T for a T/D ratio
Outside diameter D
Tolerances on D
mm
8.9.3.2
D ≤ 219,1
±1% or ± 0,5 mm whichever is the greater
D > 219,1
±1%
≤ 0,025
> 0,025 ≤ 0,050
> 0,050
± 12,5% or ± 0,4 mm whichever is the greater ±20%
±15%
±12,5%
Tolerances on exact length
The limit deviations shall be as given in Table 16. Table 16 — Tolerances on Exact Lengths Dimensions in mm Length L
Tolerance
mm
mm
≤ 6 000
+10 0
6 000 < L ≤ 12 000
+15 0
> 12 000 8.9.4
0/+ by agreement
Sectional properties
The nominal sectional properties shall be calculated in accordance with Annex E.
26
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EN 10297-1:2003 (E)
9
Inspection
9.1
Types of inspection
The conformity to the requirements of the order for tubes supplied in accordance with this Part of this European Standard shall be checked by:
non-specific inspection and testing (see EN 10021) for tubes made of steels available in Table 3 except grade E470, unless Option 14 is specified ;
Option 14
Tubes made of steels in accordance with Table 3 shall be supplied with specific inspection and testing.
specific inspection and testing (see EN 10021) for tubes made of steel grade E470 and steels in accordance with Tables 4, 5, 6 and Table A.1.
9.2
Inspection documents
9.2.1
Types of inspection documents
The following inspection documents, in accordance with EN 10204, shall be issued :
certificate of compliance with order 2.1 for tubes supplied with non-specific inspection and testing unless Option 15 is specified ;
Option 15
Inspection document type 2.2 shall be supplied.
inspection certificate 3.1.B, for tubes supplied with specific inspection and testing unless Option 16 is specified.
Option 16
Inspection document 3.1.A, 3.1.C or 3.2 shall be supplied, the type of document to be specified by the purchaser.
If an inspection document 3.1.A, 3.1.C or 3.2 is specified the purchaser shall notify the manufacturer of the name and address of the organisation or person who is to carry out the inspection and produce the inspection document. In the case of inspection report 3.2 it shall be agreed which party issue the certificate. 9.2.2
Content of inspection documents
The content of the inspection document shall be in accordance with prEN 10168 as shown in 9.2.2.1, 9.2.2.2 and 9.2.2.3. For tubes supplied with non-specified inspection and testing the certificate of compliance with the order 9.2.2.1 shall contain the following codes and information: A
commercial transactions and parties involved;
B
description of products to which the inspection document applies;
Z
validation.
For tubes supplied with non-specific inspection and testing and a test report type 2.2 it shall contain the 9.2.2.2 following codes and information : A
commercial transactions and parties involved;
B
description of products to which the inspection document applies;
C02
direction of test pieces;
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EN 10297-1:2003 (E)
C10 to C13
tensile test;
C71 to C92
chemical composition;
D01
marking and identification, surface appearance, shape and dimensional properties;
Z
validation.
For tubes supplied with specific inspection and testing the inspection documents 3.1.A, 3.1.B, 3.1.C, 9.2.2.3 3.2 shall contain the following codes and information : A
commercial transactions and parties involved ;
B
description of products to which the inspection document applies ;
C02 to C03
direction of test pieces and test temperature where applicable ;
C10 to C13
tensile test, if applicable ;
C40 to C43
impact test, if applicable ;
C60 to C69
other tests (e.g. options invoked which require test pieces) ;
C71 to C92
chemical composition ;
D01
marking and identification, surface appearance, shape and dimensional properties ;
D02 to D99
for other tests (e.g. options invoked which do not require test (pieces) ;
Z
validation.
9.3
Summary of inspection and testing
Inspection and testing shall be carried out as stated in Table 17.
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EN 10297-1:2003 (E)
Table 17 — Summary of inspection and testing Type of inspection and testing
Non-specific inspection and testing
Specific inspection and testing
Reference paragraph
Manufacturers procedure
1/cast
8.2
Tensile test
a
Manufacturers procedure
1/test unit
8.3, 11.1
Impact testb
Not applicable
1 set/test unit
8.3, 11.2
Cast Analysis
Mandatory
Optional
Dimensional inspection
See 11.7
Visual examination
See 11.8
Material identification of alloy steel tubes
Not applicable
Individual
11.9
Tensile test on heat treated samplec
Not applicable
1/cast
8.3.2, 8.3.3
Tensile testd
Not applicable
1/test unit
8.3.4, 11.1
Impact teste
Not applicable
1 set/test unit
8.3.5, 11.2
Verification of hardness range
Not applicable
According to documented procedure
8.4.2
Hardness test
Not applicable
1/test unit
8.4.3, 11.4
Hardenability test
Not applicable
1/cast
8.5, 11.3
Non-destructive test for imperfections
Not applicable
individual
8.6.2, 11.6
Leak tightness test
Not applicable
individual
8.6.2, 11.5
a
tensile test is not mandatory for steel grades of tables 5 and 6 in the delivery conditions +A and +AR and for steel grades of Table A.1 (see table 2)
b
Only for steel grades J2 and K2 in Table 4.
c
See Options 2 and 3 and 4 in 8.3.
d
See Option 4 in 8.3.
e
Only for steel grades under the delivery conditions +QT shown in Table 13.
10 Sampling 10.1 Frequency of tests 10.1.1 Test Unit In the case of specific inspection a test unit shall comprise tubes of the same steel grade the same specified dimensions, the same cast, the same manufacturing process and the same delivery condition. The quantity of tubes per test unit shall conform to Table 18.
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EN 10297-1:2003 (E)
10.1.2 Number of sample tubes per test unit One sample tube shall be taken from each test unit.
Table 18 — Quantity of tubes per test unit Outside diameter (D) mm
Maximum number of tubes per test unit
D ≤ 114,3
400
114,3 < D ≤ 323,9
200
D > 323,9
100
10.2 Preparation of samples and test pieces 10.2.1 General Samples and test pieces shall be taken at the tube ends and in accordance with the requirements of EN ISO 377. 10.2.2 Test piece for the tensile test The test piece shall be taken in accordance with the requirements of EN 10002-1.
For tubes with D less than or equal to 219,1 mm, the test piece shall be either a full tube section or a strip section and be taken in a direction longitudinal to the axis of the tube;
For tubes with D greater than 219,1 the test piece is either a machined test piece of circular cross-section from an unflattened sample or a flattened strip section, and shall be taken in a direction either longitudinal or transverse to the axis of the tube.
10.2.3 Test piece for the impact test The direction of testing is at the discretion of the manufacturer. Flattening of samples is not permitted. Three standard Charpy V-notch test pieces in accordance with EN 10045-1 shall be taken. If the nominal product thickness is such that standard test pieces cannot be produced, the test shall be carried out using test pieces of width less than 10 mm but not less than 5 mm. In all cases, the largest obtainable width shall be used. Tubes shall not be subject to impact testing where longitudinal test pieces of width 5 mm or greater cannot be obtained. Test pieces shall be taken and prepared such that the axis of the notch is perpendicular to the surface of the tube. 10.2.4 Test piece for hardenability test (Jominy) Test pieces shall be prepared in accordance with EN ISO 642. When a test piece from a thick wall sample tube is used (see Option 17) the axis of the test piece shall be located at a distance of not more than 20 mm from the outside surface. 10.2.5 Test piece for hardness test (Brinell) Test pieces shall be prepared in accordance with EN ISO 6506-1.
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EN 10297-1:2003 (E)
11 Test methods 11.1 Tensile test The test shall be carried out at room temperature in accordance with EN 10002-1 and the following determined:
the tensile strength (Rm);
the upper yield strength (ReH); If a yield phenomenon is not present the 0,2 % proof strength (Rp 0,2) or the 0,5 % proof strength, total extension (Rt 0,5) shall be determined. In case of dispute the 0,2% proof strength (Rp 0,2) shall apply.
the percentage elongation after fracture with reference to a gauge length of 5,65√So.
If a non-proportional test piece is used, the percentage elongation value shall be converted to the value for a gauge length Lo = 5,65√So using the conversion Tables given in EN ISO 2566-1.
11.2 Impact test 11.2.1 The test shall be carried out in accordance with EN 10045-1. The test temperature shall be - 20°C for mandatory tests and 20 °C for optional tests (see Table 17). 11.2.2 The mean value of the three test pieces shall meet the specified minimum average value given in Tables 9 and 13. One individual value may be below the specified value, provided that it is not less than 70 % of that value. 11.2.3 If the width (W) of the test piece is less than 10 mm, the measured impact energy (KVp) shall be converted to impact energy (KVc) using the following equation. KVc =
10 KVp W
(1)
where KVc is the calculated impact energy, in joules; KVp is the measured impact energy in joules; W
is the width of the test piece in millimetres.
The calculated impact energy KVc shall conform to the requirements given in 11.2.2. 11.2.4 If the requirements of 11.2.2 are not met, then an additional set of three test pieces may be taken at the discretion of the manufacturer from the same sample and tested. To consider the test unit as conforming , after testing the second set, the following conditions shall be satisfied simultaneously:
the average value of six tests shall be equal to or greater than the specified minimum value;
not more than two of six individual values may be lower than the specified minimum value;
not more than one of the six individual values may be lower than 70 % of the specified value.
11.2.5 The dimensions in millimetres of test pieces, the measured energy values and the average value shall be reported.
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EN 10297-1:2003 (E)
11.3 Hardenability test The test shall be carried out in accordance with EN ISO 642 and EN ISO 6508-1:1999 scale C. The test results reported by the steel producer shall apply unless Option 17 is specified for tubes with wall thickness equal or greater than 35 mm. Option 17
A hardenability test shall be performed on a test piece taken from a sample tube.
11.4 Hardness test The test shall be carried out in accordance with EN ISO 6506-1, and HB10/3 000 be determined. Except for Option 6 (see 8.4.2), where a documented procedure shall be applied, two hardness indentations shall be made and the average shall constitute the test result. The indentations shall be :
on either the adequately prepared outside surface at one end of the sample tube;
or on any appropriate surface of a sample from the test unit intentionally taken or available from tests.
It is permitted to supply tubes that have been used for a hardness test unless Option 18 is specified. Option 18
Supplied tubes shall not contain areas that have been prepared and used for hardness tests.
11.5 Leak tightness test 11.5.1 General The test shall be carried out in accordance with 11.5.2 or 11.5.3. The choice of test method is at the discretion of the manufacturer, unless Option 19 is specified. Option 19 purchaser.
The test method for verification of leak tightness according to 11.5.2 or 11.5.3 is chosen by the
11.5.2 Hydrostatic test The hydrostatic test shall be carried out at a test pressure of 70 bar or P, calculated from the following equation, whichever is the lower. P=
20 S T D
(2)
where P
is the test pressure in bar;
D
is the specified outside diameter (in mm);
T
is the specified wall thickness (in mm);
S
is the stress in MPa corresponding to 70 % of the specified minimum yield strength (see Tables 8, 9, 10, 11 and 12) for the steel grade concerned.
The test pressure shall be held for not less than 5 s for tubes with specified outside diameter less than or equal to 457 mm and for not less than 10s for tubes with specified outside diameter greater than 457 mm. The tube shall withstand the test without leakage or visible deformation. 32
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EN 10297-1:2003 (E)
NOTE
This hydrostatic leak tightness test is not a strength test.
11.5.3 Electromagnetic test The test shall be carried out in accordance with EN 10246-1.
11.6 Non-destructive testing Testing shall be carried out in accordance with one of the following non-destructive testing standards to the acceptance level indicated:
EN 10246-3 -
acceptance level E4;
EN 10246-5 -
acceptance level F4;
EN 10246-7 -
acceptance level U4 sub-category C for T ≤ 4 mm and sub-category D for T > 4 mm.
The choice of method is at the discretion of the manufacturer.
11.7 Dimensional inspection Specified dimensions shall be verified. A gauge is used normally for measuring the outside diameter, however for tubes with D equal to or greater than 406,4 mm this may be measured using a circumference tape. The wall thickness shall be measured at the tube ends.
11.8 Visual examination Tubes shall be visually examined for compliance with the requirement of 8.6.1.
11.9 Material identification Each tube from alloy steel in the Tables 6 and Table A.1 shall be tested to assure that the correct grade is being supplied.
11.10 Retests, sorting and reprocessing For retests, sorting an reprocessing the requirements of EN 10021 shall apply.
12 Marking 12.1 Except as provided for in 12.2, each tube shall be marked by suitable and durable methods such as painting, stamping, adhesive labels or attached tags with the following:
the manufacturers name or trademark;
the number of this Part of this European Standard (EN 10297-1);
the steel name, e.g. E275;
the symbol for the delivery condition, see Table 2, except for the condition +AR for grades in Table 3;
the symbol +H and the cast number for tubes supplied against a hardenability requirement (see 8.5);
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EN 10297-1:2003 (E)
in the case of specific inspection, the mark of the inspection representative and an identification number (e.g. order or item number) which permits the correlation of the product or delivery unit to the related document.
Example of marking :
X-EN 10297-1 - C15R+FP - Y - Z X
is the manufacturers name or trademark
Y
is the mark of inspection representative
Z
is the identification number (e.g. order or item number)
12.2 Where the products are supplied bundled, the marking required in 12.1 may be on a label which shall be securely attached to the bundle. Additionally the label or tags shall identify the diameter, wall thickness and type of length of the tube.
13 Protection The tubes shall be delivered without temporary corrosion protection unless Option 20 is specified. Option 20 Tubes shall be specially protected for transit and storage. The type of coating shall be agreed at the time of enquiry and order.
34
1.1121
1.1141
1.1140
1.7131
1.7139
1.6523
1.6526
C15E
C15R
16 Mn Cr 5
16 Mn Cr S 5
20 Ni Cr Mo 2-2
20 Ni Cr Mo S 2-2
Steel number
C10E
Steel name
Steel grade
0,17
0,17
0,14
0,14
0,12
0,12
0,07
min.
C
0,23
0,23
0,19
0,19
0,18
0,18
0,13
max.
0,40
0,40
0,40
0,40
0,40
0,40
0,40
max.
Si
0,65
0,65
1,00
1,00
0,30
0,30
0,30
min.
0,95
0,95
1,30
1,30
0,60
0,60
0,60
max.
Mn
0,035
0,035
0,035
0,035
0,035
0,035
0,035
max.
P
0,020
-
0,020
0,020
-
-
min.
S
0,040
0,035
0,040
0,035
0,040
0,035
0,035
max.
0,35
0,35
0,80
0,80
-
-
-
min.
Cr
0,70
0,70
1,10
1,10
-
-
-
max.
Table A.1 — Chemical composition (cast analysis) in % by mass
Steels for case hardening
Annex A (normative)
0,15
0,15
-
-
-
-
-
min.
Mo
0,25
0,25
-
-
-
-
-
max.
0,40
0,40
-
-
-
-
-
min.
Ni
0,70
0,70
-
-
-
-
-
max.
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EN 10297-1:2003 (E)
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EN 10297-1:2003 (E)
Annex B (informative) Recommended heat treatment temperatures
Table B.1 — Recommended heat treatment temperatures in °C for steels in Table A.1 Steel grade Steel name
36
Heat Treatment for the delivery condition Steel number +A
+TH
+FP
+N
C10E
1.1121
650 to 700
-
-
900 to 920
C15E
1.1141
650 to 700
-
-
890 to 920
C15R
1.1140
650 to 700
-
-
890 to 920
16 Mn Cr 5
1.7131
650 to 700
850 to 950
900 to –1 000
840 to 870
16 Mn Cr S 5
1.7139
650 to 700
850 to 950
900 to –1 000
840 to 870
20 Ni Cr Mo 2-2
1.6523
650 to 700
850 to 950
900 to –1 000
850 to 880
20 Ni Cr Mo S 2-2
1.6526
650 to 700
850 to 950
900 to –1 000
850 to 880
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EN 10297-1:2003 (E)
Table B.2 — Recommended heat treatment temperatures °C for steels in Tables 3, 4, 5 and 6 Steel grade Steel name
Heat treatment
Steel number
Anneal
Normalize
Austenitize a
Temper
E235
1.0308
-
880 to 940
-
-
E275
1.0225
-
880 to 940
-
-
E315
1.0236
-
890 to 950
-
-
E355
1.0580
-
900 to 960
-
-
E275K2
1.0456
-
880 to 940
-
-
E355K2
1.0920
-
900 to 960
-
-
E420J2
1.0599
E460K2
1.8891
-
-
E590K2
1.0644
900 to 960
580 to 680
E730K2
1.8893
910 to 950
550 to 680
900 to 960 -
-
880 to 950
-
b
C22E
1.1151
650 to 700
880 to 920
C35E
1.1181
650 to 700
860 to 900
840 to 880
550 to 680
C45E
1.1191
650 to 700
840 to 880
820 to 860
550 to 680
C60E
1.1221
650 to 700
820 to 860
800 to 840
550 to 680
38Mn6
1.1127
650 to 700
850 to 880
860 to 900
550 to 680
820 to 850
540 to 680
c
820 to 860
540 to 680
41Cr4
1.7035
680 to 720
840 to –880
25CrMo4
1.7218
680 to 720
860 to –900 c
840 to 880
540 to 680
30CrMo4
1.7216
680 to 720
860 to –900 c
840 to 870
540 to 680
34CrMo4
1.7220
680 to 720
850 to –890 c
830 to 870
540 to 680
42CrMo4
1.7225
680 to 720
840 to –880 c
820 to 860
540 to 680
36CrNiMo4
1.6511
650 to 700
850 to –880 c
820 to 850
540 to 680
30CrNiMo8
1.6580
650 to 700
850 to –880 c
830 to –860 d
540 to 680
41NiCrMo7-3-2
1.6563
650 to 700
860 to –890 c
840 to 870
530 to 680
a
Unless otherwise stated temperatures are for water quenching and have to be increased by 10 °C for oil quenching.
b
Only water quenching.
c
These temperatures apply when normalizing is carried out prior to quenching and tempering.
d
Only oil quenching.
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EN 10297-1:2003 (E)
Annex C (normative) Hardness requirements for heat treated tubes
Table C.1 — Brinell hardness requirements for tubes in delivery condition +A, +TH or +FP Steel grade Steel name
38
Steel number
Brinell hardness in delivery condition +A
+TH
+FP
min.
max.
min.
max.
C22E
1.1151
156
-
-
-
-
C35E
1.1181
183
-
-
-
-
C45E
1.1191
207
-
-
-
C60E
1.1221
241
-
-
-
-
38Mn6
1.1127
223
-
-
-
-
41Cr4
1.7035
241
-
-
-
-
25CrMo4
1.7218
212
-
-
-
-
30CrMo4
1.7216
223
-
-
-
-
34CrMo4
1.7220
223
-
-
-
-
42CrMo4
1.7225
241
-
-
-
-
36CrNiMo4
1.6511
241
-
-
-
-
30CrNiMo8
1.6580
245
-
-
-
-
41NiCrMo7-3-2
1.6563
248
-
-
-
-
C10E
1.1121
131
-
-
-
-
C15E
1.1141
143
-
-
-
-
C15R
1.1140
143
-
-
-
-
16MnCr5
1.7131
207
156
207
140
187
16MnCrS5
1.7139
207
156
207
140
187
20NiCrMo2-2
1.6523
212
161
212
149
194
20NiCrMoS2-2
1.6526
212
161
212
149
194
a
1.1181
1.1191
1.1221
1.1127
C35E
C45E
C60E
38 Mn6
Distance 1,5 mm from quenched end.
Steel number
Steel name
Steel grade
-
58 a 51 a
max. min.
-
57
66
60
67
max.
51
61
40
57
2
min.
55
62
max. min.
48
58
min.
max.
1
47
57
50
65
37
61
33
55
3
-
-
39
63
30
60
24
53
4
40
55
35
62
28
57
22
49
5
-
-
33
59
27
51
20
41
6
33
51
32
54
26
44
-
34
7
-
-
31
47
25
37
-
31
8
HRC hardness
27
47
30
39
24
34
-
28
9
-
-
29
37
23
33
-
27
10
23
42
28
36
22
32
-
26
11
21
37
27
35
21
31
-
25
13
Limits of range for distance in mm from the quenched end
Table D.1 — Non-alloy special steels
Hardenability - Limiting values for C scale Rockwell
Annex D (normative)
20
34
26
34
20
30
-
24
15
31
25
33
-
29
-
23
20
-
29
23
31
-
28
-
20
25
-
-
21
30
-
27
-
30
39
EN 10297-1:2003 (E)
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40
Steel number
1.7035
1.7218
1.7216
1.7220
1.7225
1.6511
1.6580
1.6563
41Cr4
25CrMo4
30CrMo4
34CrMo4
42CrMo4
36CrNiMo4
30CrNiMo8
40NiCrMo7-3-3
Steel grade
Steel name
EN 10297-1:2003 (E)
53
60
max. min.
48
56
max. min.
51
59
max. min.
53
61
max. min.
49
57
max. min.
49
56
max. min.
44
52
max. min.
53
61
min.
max.
1.5
53
60
48
56
50
59
53
61
49
57
46
55
43
52
52
61
3
53
60
48
56
49
58
52
61
48
57
43
54
40
51
50
60
5
53
60
48
56
49
58
51
60
45
56
35
50
37
50
47
59
7
53
60
47
55
48
57
49
60
42
55
32
48
34
48
41
58
9
53
60
47
55
47
57
43
59
39
54
29
45
32
46
37
56
11
52
60
47
55
46
57
40
59
36
53
26
40
29
43
34
54
13
52
60
46
55
45
56
37
58
34
52
26
39
27
41
32
52
15
49
59
46
55
43
55
34
56
30
48
24
35
23
37
29
46
20
47
58
45
54
41
54
32
53
28
45
23
33
21
35
26
42
25
46
58
45
54
39
53
31
51
27
43
22
33
20
33
23
40
30
44
57
44
54
38
52
30
48
26
41
-
31
-
32
21
38
35
Limits of range for distance in mm from the quenched end HRC hardness
Table D.2 — Alloy special steels
43
57
44
54
36
51
30
47
25
40
-
31
-
31
-
37
40
42
56
43
54
34
50
29
46
24
40
-
30
-
31
-
36
45
40
56
43
54
33
49
29
45
24
39
-
29
-
31
-
35
50
Licensed Copy: Institute Of Technology Tallaght, Institute of Technology, Tue May 15 10:51:27 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
Steel 317.11 number 1.7131 317.19 1.7139 256.13 1.6523 256.16 1.6526
16MnCr5 M61Cn5Sr
16MnCrS5 N02CiMr2-2o
20NiCrMo2-2 N02CiMr2-2So
20NiCrMoS2-2
n leetSumreb
Steel name M61Cn5r
n leetSame
Steel grade
rg leetSdae
Tabl— 3.D e Alolps yeclai tsleef soc resa hadrnenig
min.
max. .nim
min. xam.
max. .nim
xam.
3 5 44
5 7 14
7 9 93
41
37
31
25
22
4914 4873 4513 4252 3622
3994 3684 3154 2624 2463
15
20
25
- 13
20
-
3302 31 -
2133
3712 35 -
-
30 -
- 03
33 -
-
27 -
- 72
31 -
-
25 -
- 52
30 -
1173 1353 1533 2013 2503
HRC 9 hardness 11 13
4793 4663 4413 4162 3942
1.574 3 64
5.1
30
-
24 -
- 42
29 -
3092
Limits of range for distance in mm from the quenched end ah CRHendrss
Lfo stimi raegn rof tsidecna m nim rft mohuq ehcnedne de
Table D.3 — Alloy special steels for case hardening
35
-
24 -
- 42
28 -
3582
-
23 -
- 32
27 -
4072
40
14
41
-79201 NE:13002 (E) EN 10297-1:2003 (E)
Licensed Copy: Institute Of Technology Tallaght, Institute of Technology, Tue May 15 10:51:27 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
Licensed Copy: Institute Of Technology Tallaght, Institute of Technology, Tue May 15 10:51:27 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
EN 10297-1:2003 (E)
Annex E (normative) Formulae for calculation of nominal section properties
The nominal sectional properties for tubes are calculated from the following geometric properties using the formulae given as follows: Specified outside diameter
D
(in mm)
Specified thickness
T
(in mm)
Calculated inside diameter
d = D - 2T
Superficial area/unit length
As
=
(in mm) π D 10 3
(in m2/m)
Cross sectional area
A
=
π( D 2 − d 2 ) 4 ⋅102
Mass per length
M
=
0,785 A
(in kg/m)
Second moment of area
I
=
π( D 4 − d 4 ) 64 ⋅10 4
(in cm4)
Radius of gyration
i
=
Elastic section modulus
Wel
=
2 I ⋅ 10 D
(in cm3)
Plastic section modulus
Wpl
=
D3 − d 3 6⋅10 3
(in cm3)
Torsional Inertia constant (polar moment of inertia)
It
=
2I
(in cm4)
Torsional modulus constant
Ct
=
2 Wel
(in cm3)
42
I A
(in cm2)
(in cm)
Licensed Copy: Institute Of Technology Tallaght, Institute of Technology, Tue May 15 10:51:27 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
EN 10297-1:2003 (E)
Bibliography
EN 10083-1:1991 + A1, Quenched and tempered steels — Part 1 : Technical delivery conditions for special steels (includes amendment A1:1996). EN 10083-2:1991 + A1:1996, Quenched and tempered steels — Part 2 : Technical delivery conditions for unalloyed quality steels (includes amendment A1:1996).. EN 473, Non-destructive testing — Qualification and certification of NDT personnel — General principles.
43
Licensed Copy: Institute Of Technology Tallaght, Institute of Technology, Tue May 15 10:51:27 GMT+00:00 2007, Uncontrolled Copy, (c) BSI
BS EN 10297-1:2003
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