Flat products made of steels for pressure purposes – Part 2: Non-alloy and alloy steels with specified elevated temperature properties

EN 10028-2:2017

(Supersedes EN 10028-2:2009)

European foreword

This document (EN 10028-2:2017) has been prepared by Technical Committee ECISS/TC 107 "Steels for pressure purposes", the secretariat of which is held by DIN.

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of an identical text or by endorsement, at the latest by January 2018 and conflicting national standards shall be withdrawn at the latest by January 2018.

Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.

This document supersedes EN 10028-2:2009.

This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of Directive 2014/68/EU.

For relationship with Directive 2014/68/EU, see informative Annex ZA, which is an integral part of this document.

A list of changes between this document and the previous version can be found in Annex F.

According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.

1 Scope

This European Standard specifies requirements for flat products for pressure equipment made of weldable non-alloy and alloy steels with elevated temperature properties as specified in Table 1. The requirements and definitions of EN 10028-1:2017 also apply.

NOTE Once this European Standard is published in the EU Official Journal (OJEU) under Directive 2014/68/EU, presumption of conformity to the Essential Safety Requirements (ESRs) of Directive 2014/68/EU is limited to technical data of materials in this European Standard (Part 1 and this Part 2 of the series) and does not presume adequacy of the material to a specific item of equipment. Consequently, the assessment of the technical data stated in this material standard against the design requirements of this specific item of equipment to verify that the ESRs of Directive 2014/68/EU are satisfied, needs to be done.

2 Normative references

The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

3 Terms and definitions

For the purposes of this document, the terms and definitions given in EN 10028-1:2017 apply.

4 Tolerances on dimensions

See EN 10028-1:2017.

5 Calculation of mass

See EN 10028-1:2017.

6 Classification and designation

In accordance with EN 10020, the grades P235GH, P265GH, P295GH and P355GH are non-alloy quality steels. All other grades are alloy special steels.

See EN 10028-1:2017.

7 Information to be supplied by the purchaser

See EN 10028-1:2017.

A number of options are specified in this document and listed below. Additionally the relevant options of EN 10028-1:2017 apply. If the purchaser does not indicate a wish to implement any of these options at the time of enquiry and order, the products shall be supplied in accordance with the basic specification (see also EN 10028-1:2017).

  1. 1) limitation of copper and/or tin content (see Table 1, footnote b);
  2. 2) minimum chromium content of 0.80% (see Table 1, footnote f);
  3. 3) maximum carbon content of 0.17% for nominal thicknesses greater than 150 mm (see Table 1, footnote g);
  4. 4) tests in the simulated normalized condition (see 8.2.2);
  5. 5) delivery conditions deviating from those specified in Table 3 (see 8.2.2 and 8.2.3);
  6. 6) maximum carbon equivalent value for P235GH, P265GH, P295GH and P355GH (see 8.3.3);
  7. 7) specification of a minimum impact energy of 40 J (see Table 3);
  8. 8) no option, intentionally left blank;
  9. 9) specification of the delivery condition +QT where the usual delivery condition is +NT (see Table 3, footnote b and Table 4, footnote b);
  10. 10) additional impact energy values (see Table 3, footnote e);
  11. 11) no option, intentionally left blank;
  12. 12) HIC test in accordance with EN 10229 (see 8.7);
  13. 13) step cooling test in accordance with Annex E (see 8.8);
  14. 14) mid thickness test pieces for the impact test (see Clause 10).

10 plates with nominal dimensions, thickness = 50 mm, width = 2000 mm, length = 10000 mm, made of a steel grade with the name 16Mo3 and the number 1.5415 as specified in EN 10028-2, inspection certificate 3.1 as specified in EN 10204:

10 plates – 50 x 2 000 x 10 000 – EN 10028-2 – 16Mo3 – Inspection certificate 3.1 or 10 plates – 50 x 2 000 x 10 000 – EN 10028-2 – 1.5415 – Inspection certificate 3.1

8 Requirements

See EN 10028-1:2017.

8.2 Delivery condition

8.2.1 Unless otherwise agreed at the time of enquiry and order, the products covered by this document shall be supplied in the usual conditions given in Table 3 (see 8.2.3).

8.2.2 Normalizing may, at the discretion of manufacturer, be replaced with normalizing rolling for the steel grades P235GH, P265GH, P295GH, P355GH and 16Mo3. In this case, additional tests in the simulated normalized condition with an agreed frequency of testing may be agreed at the time of enquiry and order to verify that the specified properties are complied with.

8.2.3 If so agreed at the time of enquiry and order, products made of steel grades P235GH, P265GH, P295GH, P355GH and 16Mo3 may also be delivered in the untreated condition. Products made of one of the other alloy grades may be supplied in the tempered or normalized condition or, in exceptional cases, in the untreated condition if so agreed (Annex A contains heat treatment information for the purchaser). In these cases, testing shall be carried out on test pieces in the usual delivery condition as indicated in Table 3.

8.2.4 Information on welding are given in Annex B of this standard.

8.3 Chemical composition

8.3.1 The requirements of Table 1 shall apply for the chemical composition according to the cast analysis.

8.3.2 The product analysis shall not deviate from the specified values for the cast analysis as specified in Table 1 by more than the values given in Table 2.

8.3.3 A maximum value for the carbon equivalent may be agreed at time of enquiry and order for steel grades P235GH, P265GH, P295GH and P355GH. In this case, the following formula shall apply for calculation of the carbon equivalent value (CEV):

CEV = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15

Table 1 — Chemical composition (cast analysis) a
Steel designation % by mass
Steel name Steel number C Si Mn P
max.
S
max.
Altotal N Cr Cu b Mo Nb Ni Ti
max.
V Others
P235GH 1.0345 ≤ 0,16 ≤ 0,35 0,60 c to 1,20 0,025 0,010 ≥ 0,020 ≤ 0,012 d ≤ 0,30 ≤ 0,30 ≤ 0,08 ≤ 0,030 ≤ 0,30 0,03 ≤ 0,02 Cr+Cu+Mo+Ni ≤ 0,70
P265GH 1.0425 ≤ 0,20 ≤ 0,40 0,80 c to 1,40 0,025 0,010 ≥ 0,020 ≤ 0,012 d ≤ 0,30 ≤ 0,30 ≤ 0,08 ≤ 0,030 ≤ 0,30 0,03 ≤ 0,02
P295GH 1.0481 0,08 to 0,20 ≤ 0,40 0,90 c to 1,50 0,025 0,010 ≥ 0,020 ≤ 0,012 d ≤ 0,30 ≤ 0,30 ≤ 0,08 ≤ 0,030 ≤ 0,30 0,03 ≤ 0,02
P355GH 1.0473 0,10 to 0,22 ≤ 0,60 1,10 to 1,70 0,025 0,010 ≥ 0,020 ≤ 0,012 d ≤ 0,30 ≤ 0,30 ≤ 0,08 ≤ 0,040 ≤ 0,30 0,03 ≤ 0,02
16Mo3 1.5415 0,12 to 0,20 ≤ 0,35 0,40 to 0,90 0,025 0,010 e ≤ 0,012 ≤ 0,30 ≤ 0,30 0,25 to 0,35 - ≤ 0,30 - - -
18MnMo4-5 1.5414 ≤ 0,20 ≤ 0,40 0,90 to 1,50 0,015 0,005 e ≤ 0,012 ≤ 0,30 ≤ 0,30 0,45 to 0,60 - ≤ 0,30 - - -
20MnMoNi4-5 1.6311 0,15 to 0,23 ≤ 0,40 1,00 to 1,50 0,020 0,010 e ≤ 0,012 ≤ 0,20 ≤ 0,20 0,45 to 0,60 - 0,40 to 0,80 - ≤ 0,02 -
15NiCuMoNb5-6-4 1.6368 ≤ 0,17 0,25 to 0,50 0,80 to 1,20 0,025 0,010 ≥ 0,015 ≤ 0,020 ≤ 0,30 0,50 to 0,80 0,25 to 0,50 0,015 to 0,045 1,00 to 1,30 - - -
13CrMo4-5 1.7335 0,08 to 0,18 ≤ 0,35 0,40 to 1,00 0,025 0,010 e ≤ 0,012 0,70 f to 1,15 ≤ 0,30 0,40 to 0,60 - - - - -
13CrMoSi5-5 1.7336 ≤ 0,17 0,50 to 0,80 0,40 to 0,60 0,015 0,005 e ≤ 0,012 1,00 to 1,50 ≤ 0,30 0,45 to 0,65 - ≤ 0,30 - - -
10CrMo9-10 1.7380 0,08 to 0,14 g ≤ 0,50 0,40 to 0,80 0,020 0,010 e ≤ 0,012 2,00 to 2,50 ≤ 0,30 0,90 to 1,10 - - - - -
12CrMo9-10 1.7375 0,10 to 0,15 ≤ 0,30 0,30 to 0,80 0,015 0,010 e ≤ 0,012 2,00 to 2,50 ≤ 0,25 0,90 to 1,10 - ≤ 0,30 - - -
X12CrMo5 1.7362 0,10 to 0,15 ≤ 0,50 0,30 to 0,60 0,020 0,005 e ≤ 0,012 4,00 to 6,00 ≤ 0,30 0,45 to 0,65 - ≤ 0,30 - - -
13CrMoV9-10 1.7703 0,11 to 0,15 ≤ 0,10 0,30 to 0,60 0,015 0,005 e ≤ 0,012 2,00 to 2,50 ≤ 0,20 0,90 to 1,10 ≤ 0,07 ≤ 0,25 0,03 0,25 to 0,35 B ≤ 0,002,
Ca ≤ 0,015
12CrMoV12-10 1.7767 0,10 to 0,15 ≤ 0,15 0,30 to 0,60 0,015 0,005 e ≤ 0,012 2,75 to 3,25 ≤ 0,25 0,90 to 1,10 ≤ 0,07 h ≤ 0,25 0,03h 0,20 to 0,30 B ≤ 0,003 h,
Ca ≤ 0,015 h
X10CrMoVNb9-1 1.4903 0,08 to 0,12 ≤ 0,50 0,30 to 0,60 0,020 0,005 ≤ 0,040 0,030 to 0,070 8,00 to 9,50 ≤ 0,30 0,85 to 1,05 0,06 to 0,10 ≤ 0,30 - 0,18 to 0,25 -
a Elements not listed in this table shall not be intentionally added to the steel without the agreement of the purchaser except for finishing the cast. All appropriate measures shall be taken to prevent the addition from scrap or other materials used in steelmaking of these elements which may affect the mechanical properties and usability.
b A lower maximum copper content and/or a maximum sum of copper and tin content, e.g. Cu + 6 Sn ≤ 0,33 %, may be agreed upon at the time of enquiry and order, e.g. with regard to hot formability for the grades where only a maximum copper content is specified.
c For nominal thicknesses < 6 mm, a minimum manganese content of 0,20 % lower than specified is permitted.
d A ratio Al\N ≥2 shall apply.
e The Al content of the cast shall be determined and given in the inspection document.
f If resistance to pressurized hydrogen is of importance, a minimum content of 0,80 % Cr may be agreed upon at the time of enquiry and order.
g For nominal thicknesses greater than 150 mm, a maximum content of 0,17 % C may be agreed upon at the time of enquiry and order.
h This grade may be produced with additions of either Ti + B or Nb + Ca. The following minimum contents shall apply: Ti ≥ 0,015 % and B ≥ 0,001 % in the case of additions of Ti + B, Nb ≥ 0,015 % and Ca ≥ 0,000 5 % in the case of additions of Nb + Ca.
Table 2 — Permissible product analysis tolerances on the limiting values given in Table 1 for the cast analysis
Element Specified value in the cast analysis according to Table 1
% by mass
Permissible deviation a of the product analysis
% by mass
C ≤ 0,23 ±0,02
Si ≤ 0,35 ±0,05
0,35 to ≤ 1,00 ±0,06
Mn ≤ 1,00 ±0,05
1,00 to ≤ 1,70 ±0,10
P ≤ 0,015 + 0,003
0,015 to ≤ 0,025 + 0,005
S ≤ 0,010 + 0,003
Al ≥ 0,010 ±0,005
B ≤ 0,003 ±0,000 5
N ≤ 0,020 ±0,002
0,020 to ≤ 0,070 ±0,005
Cr ≤ 2,00 ±0,05
2,00 to ≤ 10,00 ±0,10
10,00 ±0,10
Cu ≤ 0,30 ±0,05
0,30 to ≤ 0,80 ±0,10
Mo ≤ 0,35 ±0,03
0,35 to ≤ 1,10 ±0,04
Nb ≤ 0,10 ±0,01
Ni ≤ 0,30 ±0,05
0,30 to ≤ 1,30 ±0,10
Cr+Cu+Mo+Ni ≤ 0,70 + 0,05
Ti ≤ 0,03 ±0,01
V ≤ 0,05 ±0,01
0,05 to ≤ 0,35 ±0,03
a If several product analyses are carried out on one cast, and the contents of an individual element determined lie outside the permissible range of the chemical composition specified for the cast analysis then it is only allowed to exceed the permissible maximum value or fall short of the permissible minimum value, but not both for one cast.

8.4 Mechanical properties

8.4.1 The values given in Tables 3 and 4 (see also EN 10028-1:2017 and Clause 10) shall apply.

8.4.2 Annex C gives mean values as preliminary data for the purchaser about 1% (plastic) creep strain and creep rupture.

Table 3 — Mechanical properties (applicable to the transverse direction)
Steel grade Usual delivery condition a b Nominal thickness t
mm
Tensile properties at room temperature Impact energy KV2
J min.
at a temperature in °C of
Steel name Steel number Yield strength ReH
MPa min
Tensile strength Rm
MPa
Elongation after fracture A
% min.
-20 f 0 f +20
P235GH 1.0345 +N c ≤ 16 235 360 to 480 24 27 34 40
16 < t ≤ 40 225
40 < t ≤ 60 215
60 < t ≤ 100 200
100 < t ≤ 150 185 350 to 480
150 < t ≤ 250 170 340 to 480
P265GH 1.0425 +N c ≤ 16 265 410 to 530 22 27 34 40
16 < t ≤ 40 255
40 < t ≤ 60 245
60 < t ≤ 100 215
100 < t ≤ 150 200 400 to 530
150 < t ≤ 250 185 390 to 530
P295GH 1.0481 +N c ≤ 16 295 460 to 580 21 27 34 40
16 < t ≤ 40 290
40 < t ≤ 60 285
60 < t ≤ 100 260
100 < t ≤ 150 235 440 to 570
150 < t ≤ 250 220 430 to 570
P355GH 1.0473 +N c ≤ 16 355 510 to 650 20 27 34 40
16 < t ≤ 40 345
40 < t ≤ 60 335
60 < t ≤ 100 315 490 to 630
100 < t ≤ 150 295 480 to 630
150 < t ≤ 250 280 470 to 630
16Mo3 1.5415 +N c d ≤ 16 275 440 to 590 22 e e 31 f
16 < t ≤ 40 270
40 < t ≤ 60 260
60 < t ≤ 100 240 430 to 580
100 < t ≤ 150 220 420 to 570
150 < t ≤ 250 210 410 to 570
18MnMo4-5 1.5414 +NT ≤ 60 345 510 to 650 20 27 34 40
60 < t ≤ 150 325
+QT 150 < t ≤ 250 310 480 to 620
20MnMoNi4-5 1.6311 +QT ≤ 40 470 590 to 750 18 27 40 50
40 < t ≤ 60 460 590 to 730
60 < t ≤ 100 450 570 to 710
100 < t ≤ 150 440 570 to 710
150 < t ≤ 250 400 560 to 700
15NiCuMoNb5-6-4 1.6368 +NT ≤ 40 460 610 to 780 16 27 34 40
40 < t ≤ 60 440 610 to 780
60 < t ≤ 100 430 600 to 760
+NT or +QT 100 < t ≤ 150 420 590 to 740
+QT 150 < t ≤ 200 410 580 to 740
13CrMo4-5 1.7335 +NT ≤ 16 300 450 to 600 19 e e 31 f
16 < t ≤ 60 290 450 to 600 31 f
60 < t ≤ 100 270 440 to 590 27 f
+NT or +QT 100 < t ≤ 150 255 430 to 580 e e 27 f
+QT 150 < t ≤ 250 245 420 to 570 e e 27 f
13CrMoSi5-5 1.7336 +NT ≤ 60 310 510 to 690 20 e 27 34 f
60 < t ≤ 100 300 480 to 660
+QT ≤ 60 400 510 to 690 27 34 40
60 < t ≤ 100 390 500 to 680
100 < t ≤ 250 380 490 to 670
10CrMo9-10 1.7380 +NT ≤ 16 310 480 to 630 18 e e 31 f
16 < t ≤ 40 300
40 < t ≤ 60 290
+NT or +QT 60 < t ≤ 100 280 470 to 620 17 27 f
100 < t ≤ 150 260 460 to 610
+QT 150 < t ≤ 250 250 450 to 600
12CrMo9-10 1.7375 + NT or +QT ≤ 250 355 540 to 690 18 27 40 70
X12CrMo5 1.7362 +NT ≤ 60 320 510 to 690 20 27 34 40
60 < t ≤ 150 300 480 to 660
+QT 150 < t ≤ 250 300 450 to 630
13CrMoV9-10 1.7703 + NT ≤ 60 455 600 to 780 18 27 34 40
60 < t ≤ 150 435 590 to 770
+ QT 150 < t ≤ 250 415 580 to 760
12CrMoV12-10 1.7767 +NT ≤ 60 455 600 to 780 18 27 34 40
60 < t ≤ 150 435 590 to 770
+QT 150 < t ≤ 250 415 580 to 760
X10CrMoVNb9-1 1.4903 +NT ≤ 60 445 580 to 760 18 27 34 40
60 < t ≤ 150 435 550 to 730
+QT 150 < t ≤ 250 435 520 to 700
a +N = normalized; +NT = normalized and tempered; +QT = quenched and tempered.
b For product thicknesses, where the usual delivery condition is +NT, the delivery condition +QT may be agreed.
c See 8.2.2.
d This steel may also be supplied in the +NT condition at the discretion of the manufacturer.
e A value may be agreed at the time of enquiry and order.
f An impact energy value of 40 J may be agreed at the time of enquiry and order.
Table 4 — Minimum values for the 0,2 % proof strength at elevated temperatures a
Steel grade Nominal thickness b t
mm
Minimum 0,2 % proof strength Rp0,2
MPa
at a temperature in °C of
Steel name Steel number 50 100 150 200 250 300 350 400 450 500
P235GH 1.0345 ≤ 16 227 214 198 182 167 153 142 133 - -
16 < t ≤ 40 218 205 190 174 160 147 136 128 - -
40 < t ≤ 60 208 196 181 167 153 140 130 122 - -
60 < t ≤ 100 193 182 169 155 142 130 121 114 - -
100 < t ≤ 150 179 168 156 143 131 121 112 105 - -
150 < t ≤ 250 164 155 143 132 121 111 103 97 - -
P265GH 1.0425 ≤ 16 256 241 223 205 188 173 160 150 - -
16 < t ≤ 40 247 232 215 197 181 166 154 145 - -
40 < t ≤ 60 237 223 206 190 174 160 148 139 - -
60 < t ≤ 100 208 196 181 167 153 140 130 122 - -
100 < t ≤ 150 193 182 169 155 142 130 121 114 - -
150 < t ≤ 250 179 168 156 143 131 121 112 105 - -
P295GH 1.0481 ≤ 16 285 268 249 228 209 192 178 167 - -
16 < t ≤ 40 280 264 244 225 206 189 175 165 - -
40 < t ≤ 60 276 259 240 221 202 186 172 162 - -
60 < t ≤ 100 251 237 219 201 184 170 157 148 - -
100 < t ≤ 150 227 214 198 182 167 153 142 133 - -
150 < t ≤ 250 213 200 185 170 156 144 133 125 - -
P355GH 1.0473 ≤ 16 343 323 299 275 252 232 214 202 - -
16 < t ≤ 40 334 314 291 267 245 225 208 196 - -
40 < t ≤ 60 324 305 282 259 238 219 202 190 - -
60 < t ≤ 100 305 287 265 244 224 206 190 179 - -
100 < t ≤ 150 285 268 249 228 209 192 178 167 - -
150 < t ≤ 250 271 255 236 217 199 183 169 159 - -
16Mo3 1.5415 ≤ 16 273 264 250 233 213 194 175 159 147 141
16 < t ≤ 40 268 259 245 228 209 190 172 156 145 139
40 < t ≤ 60 258 250 236 220 202 183 165 150 139 134
60 < t ≤ 100 238 230 218 203 186 169 153 139 129 123
100 < t ≤ 150 218 211 200 186 171 155 140 127 118 113
150 < t ≤ 250 208 202 191 178 163 148 134 121 113 108
18MnMo4-5 c 1.5414 ≤ 60 330 320 315 310 295 285 265 235 215 -
60 < t ≤ 150 320 310 305 300 285 275 255 225 205 -
150 < t ≤ 250 310 300 295 290 275 265 245 220 200 -
20MnMoNi4-5 1.6311 ≤ 40 460 448 439 432 424 415 402 384 - -
40 < t ≤ 60 450 438 430 423 415 406 394 375 - -
60 < t ≤ 100 441 429 420 413 406 398 385 367 - -
100 < t ≤ 150 431 419 411 404 397 389 377 359 - -
150 < t ≤ 250 392 381 374 367 361 353 342 327 - -
15NiCuMoNb5-6-4 1.6368 ≤ 40 447 429 415 403 391 380 366 351 331 -
40 < t ≤ 60 427 410 397 385 374 363 350 335 317 -
60 < t ≤ 100 418 401 388 377 366 355 342 328 309 -
100 < t ≤ 150 408 392 379 368 357 347 335 320 302 -
150 < t ≤ 200 398 382 370 359 349 338 327 313 295 -
13CrMo4-5 1.7335 ≤ 16 294 285 269 252 234 216 200 186 175 164
16 < t ≤ 60 285 275 260 243 226 209 194 180 169 159
60 < t ≤ 100 265 256 242 227 210 195 180 168 157 148
100 < t ≤ 150 250 242 229 214 199 184 170 159 148 139
150 < t ≤ 250 235 223 215 211 199 184 170 159 148 139
13CrMoSi5-5+NT 1.7336+NT ≤ 60 299 283 268 255 244 233 223 218 206 -
60 < t ≤ 100 289 274 260 247 236 225 216 211 199 -
13CrMoSi5-5+QT 1.7336+QT ≤ 60 384 364 352 344 339 335 330 322 309 -
60 < t ≤ 100 375 355 343 335 330 327 322 314 301 -
100 < t ≤ 250 365 346 334 326 322 318 314 306 293 -
10CrMo9-10 1.7380 ≤ 16 288 266 254 248 243 236 225 212 197 185
16 < t ≤ 40 279 257 246 240 235 228 218 205 191 179
40 < t ≤ 60 270 249 238 232 227 221 211 198 185 173
60 < t ≤ 100 260 240 230 224 220 213 204 191 178 167
100 < t ≤ 150 250 237 228 222 219 213 204 191 178 167
150 < t ≤ 250 240 227 219 213 210 208 204 191 178 167
12CrMo9-10 1.7375 ≤ 250 341 323 311 303 298 295 292 287 279 -
X12CrMo5 1.7362 ≤ 60 310 299 295 294 293 291 285 273 253 222
60 < t ≤ 250 290 281 277 275 275 273 267 256 237 208
13CrMoV9-10 c 1.7703 ≤ 60 410 395 380 375 370 365 362 360 350 -
60 < t ≤ 250 405 390 370 365 360 355 352 350 340 -
12CrMoV12-10 c 1.7767 ≤ 60 410 395 380 375 370 365 362 360 350 -
60 < t ≤ 250 405 390 370 365 360 355 352 350 340 -
X10CrMoVNb9-1 1.4903 ≤ 60 432 415 401 392 385 379 373 364 349 324
60 < t ≤ 250 423 406 392 383 376 371 365 356 341 316
a The values correspond to the lower band of the relevant trend curve determined in accordance with EN 10314 with a confidence limit of about 98 % (2 s).
b Delivery condition as given in Table 3 (but see footnote b to Table 3).
c Rp0,2 not determined in accordance with EN 10314. They are minimum values of the scatter band considered until now.

8.5 Surface condition

See EN 10028-1:2017.

8.6 Internal soundness

See EN 10028-1:2017.

8.7 Resistance to hydrogen induced cracking

Carbon and low alloy steels may be susceptible to cracking when exposed to corrosive H2S containing environments, usually referred to as 'sour service'. A test to evaluate the resistance to hydrogen induced cracking in accordance with Annex D may be specified at time of enquiry and order.

8.8 Embrittlement of CrMo steels

CrMo steels may tend to become brittle in service at temperatures between approximately 400°C and 500°C. This possible tendency for embrittlement can be simulated in the laboratory with the so called step cooling test. In this test a specimen is exposed to a temperature - time cycle as given in Figure E.1. The shift of a transition curve before and after the step cooling test is a measure for the embrittlement. A step cooling test in accordance with Annex E may be specified at time of enquiry and order.

9 Inspection

See EN 10028-1:2017 and 8.7 and 8.8.

10 Sampling

See EN 10028-1:2017.

For the impact test, deviating from EN 10028-1:2017, Table 4, footnote g, the preparation of test pieces taken from the mid thickness may be agreed at the time of enquiry and order. In this case, test temperatures and minimum impact energy values shall also be agreed.

11 Test methods

See EN 10028-1:2017 and Annex D and E.

12 Marking

See EN 10028-1:2017.

Annex A (informative) Guidelines for heat treatment

Table A.1 — Guidelines for heat treatment
Steel grade Temperature, °C
Steel name Steel number Normalizing Quenching Tempering b
P235GH 1.0345 890 to 950 a - -
P265GH 1.0425 890 to 950 a - -
P295GH 1.0481 890 to 950 a - -
P355GH 1.0473 890 to 950 a - -
16Mo3 1.5415 890 to 950 a - c
18MnMo4-5 1.5414 890 to 950 600 to 640
20MnMoNi4-5 1.6311 - 870 to 940 610 to 690
15NiCuMoNb5-6-4 1.6368 880 to 960 580 to 680
13CrMo4-5 1.7335 890 to 950 630 to 730
13CrMoSi5-5 1.7336 890 to 950 650 to 730
10CrMo9-10 1.7380 920 to 980 650 to 750
12CrMo9-10 1.7375 920 to 980 650 to 750
X12CrMo5 1.7362 920 to 970 680 to 750
13CrMoV9-10 1.7703 930 to 990 675 to 750
12CrMoV12-10 1.7767 930 to 1 000 675 to 750
X10CrMoVNb9-1 1.4903 1 040 to 1 100 730 to 780
a When normalizing, after the required temperatures have been attained over the whole cross- section, no further holding is necessary and should be generally avoided.
b When tempering, the specified temperatures shall, when they have been attained over the whole cross-section, be maintained for an appropriate time.
c In certain cases, tempering at 590 °C to 650 °C may be necessary.

Annex B (informative) Critical time temperature parameter Pcrit and possible combinations of stress relieving temperature and holding time

Examples for stress relieving temperatures and the corresponding maximum holding time calculated onthe basis of the formula given below in the present annex for a given critical time temperatureparameter Perit. are given in Table B.1.

Table B.1 — Pcrit. value and permissible holding time for a given stress relieving temperature
Steel type or steel grade Pcrit. Pcrit. condition fulfilled with stress relieving temperature in °C for a holding time a of
1 h 2 h
C-, CMn- steels 17,3 590 580
16Mo3 17,5 600 590
18MnMo4-5 17,5 600 590
20MnMoNi4-5 17,5 600 590
15NiCuMoNb5-6-4 17,5 600 590
13CrMo4-5 18,5 650 635
13CrMoSi5-5 18,7 660 650
10CrMo9-10 19,2 685 675
12CrMo9-10 19,3 690 680
X12CrMo5 19,5 700 690
13CrMoV9-10 19,4 695 685
12CrMoV12-10 19,4 695 685
X10CrMoVNb9-1 20,5 750 735
a Selected pairs of stress relieving temperature and holding time for guidance.

Information on welding is given in EN 1011-1 and EN 1011-2.

Excessive post weld heat treatment (PWHT) conditions can decrease the mechanical properties. When in stress relieving the intended time temperature parameter

P = Ts (20 + lgt) 10-3

where

Ts    is the stress relieving temperature in K, and

t    is the holding time in hours,

is exceeding the critical (Pcrit.) values in Annex B, the purchaser should in his enquiry and order inform the manufacturer accordingly and, where appropriate, tests on simulated heat treated samples can be agreed to check whether after such a treatment the properties specified in this document can still be regarded as valid in accordance with the essential safety requirements of the PED.

Annex C (informative) Reference data of strength values for 1% (plastic) creep strain and creep rupture

NOTE The values given in Table C.1 were derived as mean values in accordance with ISO 6303 with a scatter band of ±20%.

The strength values for 1 % (plastic) creep strain and creep rupture given up to the elevated temperatures listed in Table C.1 do not mean that the steels can be used in continuous duty up to these temperatures. The governing factor is the total stressing during operation. Where relevant, the oxidation conditions should also be taken into account.

Table C.1 — Strength values for 1 % (plastic) creep strain and creep rupture
Steel grade Temperature
°C
Strength for 1 % (plastic)creep strain in MPa for Creep rupture strength in MPa for
Steel name Steel number 10 000 h 100 000 h 10 000 h 100 000 h 200 000 h
P235GH,
P265GH
1.0345,
1.0425
380 164 118 229 165 145
390 150 106 211 148 129
400 136 95 191 132 115
410 124 84 174 118 101
420 113 73 158 103 89
430 101 65 142 91 78
440 91 57 127 79 67
450 80 49 113 69 57
460 72 42 100 59 48
470 62 35 86 50 40
480 53 30 75 42 33
P295GH,
P355GH
1.0481,
1.0473
380 195 153 291 227 206
390 182 137 266 203 181
400 167 118 243 179 157
410 150 105 221 157 135
420 135 92 200 136 115
430 120 80 180 117 97
440 107 69 161 100 82
450 93 59 143 85 70
460 83 51 126 73 60
470 71 44 110 63 52
480 63 38 96 55 44
490 55 33 84 47 37
500 49 29 74 41 30
16Mo3 1.5415 450 216 167 298 239 217
460 199 146 273 208 188
470 182 126 247 178 159
480 166 107 222 148 130
490 149 89 196 123 105
500 132 73 171 101 84
510 115 59 147 81 69
520 99 46 125 66 55
530 84 36 102 53 45
18MnMo4-5 1.5414 425 392 314 421 343
430 383 302 407 330
440 360 272 380 300
450 333 240 353 265
460 303 207 325 230
470 271 176 295 196
480 239 148 263 166
490 207 124 229 140
500 177 103 196 118
510 150 84 165 98
520 127 64 141 79
525 118 54 132 69
20MnMoNi4-5 1.6311 450 290 240
460 272 211
470 251
480 225
490 194
15NiCuMoNb5-6-4 1.6368 400 324 294 402 373
410 315 279 385 349
420 306 263 368 325
430 295 245 348 300
440 281 227 328 273
450 265 206 304 245
460 239 180 274 210
470 212 151 242 175
480 180 120 212 139
490 145 84 179 104
500 108 49 147 69
13CrMo4-5 1.7335 450 245 191 370 285 260
460 228 172 348 251 226
470 210 152 328 220 195
480 193 133 304 190 167
490 173 116 273 163 139
500 157 98 239 137 115
510 139 83 209 116 96
520 122 70 179 94 76
530 106 57 154 78 62
540 90 46 129 61 50
550 76 36 109 49 39
560 64 30 91 40 32
570 53 24 76 33 26
13CrMoSi5-5 1.7336 450 209 313
460 200 300
470 185 278
480 141 212
490 119 179
500 113 169
510 81 122
520 66 99
530 41 62
540 33 50
550 27 40
560 23 35
570 21 31
10CrMo9-10 1.7380 450 240 166 306 221 201
460 219 155 286 205 186
470 200 145 264 188 169
480 180 130 241 170 152
490 163 116 219 152 136
500 147 103 196 135 120
510 132 90 176 118 105
520 119 78 156 103 91
530 107 68 138 90 79
540 94 58 122 78 68
550 83 49 108 68 58
560 73 41 96 58 50
12CrMo9-10 1.7375 570 65 35 85 51 43
580 57 30 75 44 37
590 50 26 68 38 32
600 44 22 61 34 28
400 382 313
410 355 289
420 333 272
430 312 255
440 293 238
450 276 221
460 259 204
470 242 187
480 225 170
490 208 153
500 191 137
510 174 122
520 157 107
X12CrMo5 1.7362 450 107
460 96
470 87 147 (475°C)
480 83 139
490 78 123
500 70 108
510 56 94
520 50 81
530 44 71
540 39 61
550 35 53
560 31 47
570 27 41
580 24 36
590 21 32
600 18 27
610 16
620 14
625 13
13CrMoV9-10 1.7703 400 430 383
410 414 365
420 397 346
430 380 327
440 362 309
450 344 290
460 326 271
470 308 253
480 290 235
490 272 218
500 255 201
510 237 184
520 221 169
530 204 144
540 188 126
550 173 108
12CrMoV12-10 1.7767 400 430 383
410 414 365
420 397 346
430 380 327
440 362 309
450 344 290
460 326 271
470 308 253
480 290 235
490 272 218
500 255 201
510 237 184
520 221 169
530 204 144
540 188 126
550 173 108
500 289 258 246
510 271 239 227
520 252 220 208
530 234 201 189
540 216 183 171
X10CrMoVNb9-1 1.4903 550 199 166 154
560 182 150 139
570 166 134 124
580 151 120 110
590 136 106 97
600 123 94 86
610 110 83 75
620 99 73 65
630 89 65 57
640 79 56 49
650 70 49 42
660 62 42 35
670 55 36 -

Annex D (normative) Evaluation of resistance to hydrogen induced cracking

The tests to evaluate the resistance of steel products to hydrogen induced cracking shall be performed in accordance with EN 10229. The acceptance criteria for the test solution A (with pH approximately 3) apply for the classes indicated in Table D.1 where the given values are mean values from three individual test results.

Table D.1 — Acceptance classes for the HIC test (test solution A)
Acceptance classCLR a %CTR a %CSR a %
I≤ 5≤ 1,5≤ 0,5
II≤ 10≤ 3≤ 1
III≤ 15≤ 5≤ 2
a CLR: crack length ratio, CTR: crack thickness ratio, CSR: crack sensitivity ratio

Other acceptance criteria as in test solution A (e.g. according to NACE/TM 0284) may be agreed at time of enquiry and order.

Annex E (normative) Step cooling test

For the step cooling test a procedure to check step cooling embrittlement shall be agreed. This procedure shall include temperatures and holding times to be considered. The procedure given in Figure E.1 is recommended.

Figure E.1 — Recommended procedure for the step cooling test

Figure E.1 — Recommended procedure for the step cooling test

Annex F (informative) Changes to the previous version EN 10028-2:2009

  • the normative references have been revised;
  • the option to agree thicknesses greater as those stated in the standard and the corresponding footnotes in Tables 3 and 4 have been deleted;
  • EN 1011-1 and 2 have been moved from the bibliography to the normative references;
  • the marking of text passages with one or two dots has been deleted;
  • the cross references in the standard have been updated;
  • the example for ordering has been revised;
  • the steel grade 16Mo3 has been included in subclause 8.2.2 concerning normalized forming;
  • the note in sub-clause 8.2.3 has been deleted;
  • the values in Table B.1, Annex B have been revised;
  • the note in 8.2.4 has been moved to Annex B;
  • the correlation in Annex ZA between the clause of this European Standard and the essential requirements of the Directive 2014/68/EU have been updated;
  • clarifications on various technical requirements.

Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of European Directive 2014/68/EU aimed to be covered

This European Standard has been prepared under a Commission's standardization request M/071 to provide one voluntary means of conforming to Essential Requirements of Directive 2014/68/EU.

Once this standard is cited in the Official Journal of the European Union under that Directive, compliance with the normative clauses of this standard given in Table ZA.1 confers, within the limits of the scope of this standard, a presumption of conformity with the corresponding Essential Requirements of Directive 2014/68/EU, and associated EFTA regulations.

Table ZA.1 — Correspondence between this European Standard and Annex I of Directive 2014/68/EU
Requirements of Directive 2014/68/EU Clause(s)/subclause(s) of this EN Remarks/Notes
4.1a 8.4 and Table 3 Appropriate material properties
4.1d 8.2 and 8.5 Suitable for the processing procedures
4.3 9.1 Inspection documentation

WARNING 1 — Presumption of conformity stays valid only as long as a reference to this European Standard is maintained in the list published in the Official Journal of the European Union. Users of this standard should consult frequently the latest list published in the Official Journal of the European Union.

WARNING 2 — Other Union legislation may be applicable to the product(s) falling within the scope of this standard.

Bibliography

[1] EN 10020, Definition and classification of grades of steel
[2] EN 10314, Method for the derivation of minimum values of proof strength of steel at elevated temperatures
[3] ISO 6303, Pressure vessel steels not included in ISO 2604, Parts 1 to 6 — Derivation of long-time stress rupture properties
[4] NACE/TM 0284, Evaluation of pipeline and pressure vessels steels for resistance to hydrogen induced cracking

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