Especificacion API 5l

(1)

Offshore Structural Steel

Stock Program

Projects Oil & Gas

(2)

(3)

2

2| Offshore Stock Program| Offshore Stock Program

“We must move beyond

what the world expects of steel”

Lakshmi N Mittal

Chairman and Chief Executive Officer, ArcelorMittal

(4)

Our Stock Program

High

Yield

Seamless

Pipes

(API

5L

X52/X65

PSL

2)

6

6 High

High

Yield

SAW

Welded

Pipes

(API

5L

X52/X56/X

65

65 PSL

PSL

2)

7

7 High

High

Yield

Offshore

Plates

(API

/

EN

/

Norsok)

8

8 High

High

Yield

Offshore

Sections

(EN

10225

S355

G11+M)

9

9 Our Stock Specications

Our Stock Specications

Pipes

-

API

5L

Grade

X52

PSL

2

2 Seamless

Seamless

12

12 -

-

API

5L

Grade

X65

PSL

2

2 Seamless

Seamless

14

14 -

-

API

5L

Grade

X65

PSL

2

2 SAW

SAW

Welded

16

16 Plates

Plates

-

API

2W

Gr

50

18

18 -

-

API

2W

Gr

60

20

20 -

-

EN

10225

S355

G10+M

22

22 -

-

EN

10225

S420

G2+M

24

24 -

-

EN

10225

S460

G2+M

26

26 -

-

EN

10025-4

S460

ML

28

28 -

-

Norsok

M-120

Y20

30

30 -

-

Norsok

M-120

Y30

32

32 -

-

Norsok

M-120

Y40

34

34 Sections

Sections

-

EN

10225

S355

G11+M

36

36 Appendices

Appendices

Pipe

Schedule

40

40 Useful

Useful

Formulas

/

Conversions

42

42 Comparison

Comparison

API

5L:

PSL

1

1 versus

versus

PSL

2

42

42 Material

Material

Grade

Comparison

Chart

43

43 O

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a

m

High Yield Seamless Pipes

(API 5L X52/X65 PSL 2)

High Yield SAW Welded Pipes

(API 5L X52/X56/X65 PSL 2)

High Yield Offshore Plates

(API / EN / Norsok)

High Yield Offshore Sections

(EN 10225 S355 G11+M)

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6 | Offshore Stock Program 6 | Offshore Stock Program

High Yield Seamless Pipes

(API 5L X52/X65 PSL 2)

Size (inch) Schedule Diameter (mm) Wall Thickness (mm) Wall Thickness (in) Length (mm) Unit Weight (kg/mtr) Weight/Piece (MT) 4 STD/ 40 114.3 6.02 0.237 12000 16.08 0.193 114.3 6.35 0.250 12000 16.91 0.203 114.3 7.92 0.312 12000 20.78 0.249 XS/ 80 114.3 8.56 0.337 12000 22.32 0.268 114.3 17.12 0.674 12000 41.04 0.492 5 STD/ 40 141.3 6.55 0.258 12000 21.77 0.261 XS/ 80 141.3 9.53 0.375 12000 30.97 0.372 120 141.3 12.70 0.500 12000 40.28 0.483 6 STD/ 40 168.3 7.11 0.280 12000 28.27 0.339 168.3 8.20 0.323 12000 32.38 0.389 168.3 9.52 0.375 12000 37.28 0.447 XS/ 80 168.3 10.97 0.432 12000 42.57 0.511 168.3 12.70 0.500 12000 48.74 0.585 120 168.3 14.27 0.562 12000 54.21 0.651 168.3 18.26 0.718 12000 67.57 0.811 XXS 168.3 21.95 0.864 12000 79.23 0.951 8 STD/ 40 219.1 8.20 0.323 12000 42.65 0.512 219.1 9.50 0.374 1200 49.11 0.589 60 219.1 10.31 0.406 12000 53.09 0.637 XS/ 80 219.1 12.70 0.500 12000 64.65 0.776 219.1 15.90 0.626 12000 79.69 0.956 120 219.1 18.26 0.719 12000 90.45 1.085 219.1 25.40 1.000 12000 121.35 1.456 10 STD/ 40 273.1 9.30 0.366 12000 60.51 0.726 273.1 9.53 0.375 12000 61.95 0.743 XS/ 60 273.1 12.70 0.500 12000 81.57 0.979 273.1 15.90 0.626 12000 100.87 1.210 100 273.1 18.26 0.719 12000 114.77 1.377 273.1 19.10 0.752 12000 119.66 1.436 273.1 22.23 0.875 12000 137.55 1.651 140/XXS 273.1 25.40 1.000 12000 155.18 1.862 160 273.1 28.58 1.125 6000 172.37 1.034 12 STD 323.9 9.50 0.374 12000 73.67 0.884 XS 323.9 12.70 0.500 12000 97.48 1.170 60 323.9 14.27 0.560 12000 108.98 1.308 323.9 15.90 0.626 12000 120.79 1.449 80 323.9 17.48 0.688 12000 132.11 1.585 323.9 19.10 0.752 12000 143.59 1.723 100 323.9 21.44 0.844 12000 159.94 1.919 120/XXS 323.9 25.40 1.000 12000 187.01 2.244 14 STD/ 30 355.6 9.50 0.374 12000 81.10 0.973 XS 355.6 12.70 0.500 12000 107.41 1.289 355.6 15.90 0.626 12000 133.22 1.599 80 355.6 19.10 0.752 12000 158.52 1.902 100 355.6 23.83 0.938 12000 195.00 2.340 355.6 25.40 1.000 12000 206.86 2.482

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Supply Condition

Origin: Steel Flower Co., Ltd. (Korea)

Specification: API 5L X65, PSL 2 with Supplementary tests

Certificate: EN10204 3.2

Charpy Value: Min 45J at -40°C

Heat Treatment: TMCP

Origin: Sumitomo Metal Industries, Ltd. (Japan)

Specification: API 5L X52/X56/X65, PSL 2 with Supplementary tests Certificate: EN10204 3.2 Size (inch) Schedule Diameter (mm) Wall Thickness (mm) Wall Thickness (in) Length (mm) Unit Weight (kg/mtr) Weight/Piece (MT) 18 XS 457.2 12.70 0.500 12000 139.24 1.671 457.2 15.90 0.626 12000 173.06 2.077 60 457.2 19.10 0.752 12000 206.39 2.477 457.2 25.40 1.000 12000 270.52 3.246 457.2 31.80 1.252 12000 333.66 4.004 20 XS/ 30 508.0 12.70 0.500 12000 155.15 1.862 508.0 15.90 0.626 12000 192.99 2.316 508.0 19.10 0.752 12000 230.32 2.764 508.0 25.40 1.000 12000 302.34 3.628 508.0 31.80 1.252 12000 373.50 4.482 24 XS 610.0 12.70 0.500 12000 187.10 2.245 610.0 15.90 0.626 12000 232.99 2.796 610.0 19.10 0.752 12000 278.37 3.340 610.0 25.40 1.000 12000 366.24 4.395 610.0 31.80 1.252 12000 453.50 5.442 610.0 38.10 1.500 12000 537.43 6.449 28 711.2 19.10 0.752 12000 326.05 3.913 711.2 25.40 1.000 12000 429.64 5.156 711.2 31.80 1.252 12000 532.88 6.395 30 762.0 25.40 1.000 12000 461.47 5.538 762.0 31.80 1.252 12000 572.72 6.873 762.0 38.10 1.500 12000 680.27 8.163

Supply Condition

Origin: Sumitomo Metal Industries,

Ltd. (Japan) Specification: API 5L X52 PSL 2

Heat Treatment: Q & T

Origin: Sumitomo Metal Industries,

Ltd. (Japan) Specification: API 5L X65 PSL 2

Heat Treatment: Q & T

Origin: HengYang Valin Steel Tube

Co., Ltd. (China) Specification: API 5L X52 PSL 2

Heat Treatment: Normalized / Q & T

Size (inch) Schedule Diameter (mm) Wall Thickness (mm) Wall Thickness (in) Length (mm) Unit/Weight (kg/mtr) Weight/Piece (MT) 16 STD/ 30 406.4 9.52 0.375 12000 93.19 1.118 XS/ 40 406.4 12.70 0.500 12000 123.32 1.480 406.4 15.90 0.626 12000 153.14 1.838 60 406.4 16.66 0.656 12000 160.15 1.922 406.4 19.10 0.752 12000 182.46 2.189 80 406.4 21.44 0.844 12000 203.57 2.443 406.4 25.40 1.000 12000 238.69 2.864 406.4 26.19 1.031 12000 245.60 2.947

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8 | Offshore Stock Program 8 | Offshore Stock Program

Supply Condition

Origin: Voestalpine Grobblech GmbH (Austria)

POSCO (Korea)

Dillinger Hütte GTS (Germany) Specification:

Heat Treatment: TMCP / Normalized

Thickness (mm) Width x Length (mm)

8 2050 x 12000 2500 x 12000 3050 x 12000 10 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 12 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 15 2050 x 12000 2500 x 12000 3050 x 12000 16 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 18 2500 x 12000 3050 x 12000 20 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 25 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 30 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 32 2438 x 9144 3050 x 9144 3050 x 12000 35 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 40 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 45 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 50 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 55 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 60 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 9144 3050 x 12000 65 2500 x 12000 3050 x 12000 70 2050 x 12000 2438 x 9144 2500 x 12000 3050 x 12000 75 2438 x 9144 2500 x 12000 3050 x 12000 80 2050 x 12000 85 2500 x 12000 3050 x 10000 90 2050x12000 3050x9000 100 2050x12000 2500x10000 3050x8000 110 2050 x 11000 120 2050x10500 2500x8500 3050x7000 130 2050x10000 2500x8000 3050x6500 140 2050x9000 2500x7500 3050x6000 150 2050x8000 2500x7000 3050x5500

High Yield Offshore Plates

(API / EN / Norsok)

API EN Norsok

2W Gr 50 10225 S355 G10+M/N M-120 MDS-Y20

2W Gr 60 10225 S420 G2+M M-120 MDS-Y30

10225 S460 G2+M M-120 MDS-Y40

(10)

Supply Condition

Origin: ArcelorMittal Long Carbon Europe (Luxembourg)

Peiner Träger GmbH (Germany) Gallardo Sections (Germany)

Specification: EN 10225 S355 G11+M

Section Dimension (mm) Quality

HEA 100-180 S355G11+M HEA 200-220 S355G11+M HEA 240-320 S355G11+M HEA 340-400 S355G11+M HEA 450-600 S355G11+M HEA 650-1000 S355G11+M HEB 100-180 S355G11+M HEB 200-220 S355G11+M HEB 240-320 S355G11+M HEB 340-400 S355G11+M HEB 450-600 S355G11+M HEB 650-1000 S355G11+M UPN 100-120 S355G11+M UPN 140-220 S355G11+M UPN 240-320 S355G11+M UPN 350-400 S355G11+M IPE 100-120 S355G11+M IPE 140-220 S355G11+M IPE 240-300 S355G11+M IPE 330-400 S355G11+M IPE 450-500 S355G11+M IPE 550-600 S355G11+M

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s

Pipes

- API 5L Grade X52 PSL 2 Seamless

- API 5L Grade X65 PSL 2 Seamless

- API 5L Grade X65 PSL 2 SAW Welded

Plates

- API 2W Gr 50

- API 2W Gr 60

- EN 10225 S355 G10+M

- EN 10225 S420 G2+M

- EN 10225 S460 G2+M

- EN 10025-4 S460 ML

- Norsok M-120 Y20

- Norsok M-120 Y30

- Norsok M-120 Y40

Sections

- EN 10225 S355 G11+M

(13)

12 | Offshore Stock Program

Stock Specifcations - Pipes

High yield seamless Pipe API 5L grade X52 PSL 2

Suitable for weldable structural steels for xed offshore structures

X52 (enhanced) high yield seamless pipes, modified to suit offshore structural purposes.

Intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

API 5L, 44th_Edition

Specification for line pipe - technical delivery conditions

Grade

X

- The steel pipe mentioned herein is substantially modified from the API 5L, X52 standard. - Pipes are fully killed and fine grain steel material.

- NACE MR0175:”Satisfactory”

- This steel offers enhanced yield tensile ratio of 0.87 (max) and impact values verified from as low as -50°C . - This grade is also known as L360Q in USC Units.

Chemical composition with thickness (t) ≤ 25mm

Product analysis in % (All values are max. unless otherwise stated.)

Minimum Yield

X 52 Q PSL 2

C 0,16 Si 0,45 Mn 1,10 - 1,60 P 0,025 S 0,005 Cr 0,20 Mo 0,08 Ni 0,20 Al 0,020 - 0,060

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,20 N 0,014 Nb1 _0,04 Ti 0,02 V 0,05 As 0,02 Sb 0,01 Sn 0,015 Pb

-Pcm = C +

+

+ 5B

Delivery condition PSL

The X symbol followed by a two or three digit number equal to the specified minimum yield strength in 1000 psi rounded down to the near-est integer.

+ N Normalizing rolling + Q Quenched and tempered where Q refers to a heat treatment process consisting of quench hardening followed by tempering.

Cr+Mo+Ni+Cu 0,5

Nb+V 0,1

Nb+V+Ti 0,12

CEV (IIW)

see formula below 0,43 2 Pcm

see formula below 0,23 2 Bi 0,010 Ca 0,005 B 0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{All nitrogen shall be tied up as nitrides. Al (total) to N ratio shall be at least 2.2:1} 2 _{CEV & Pcm may vary as wall thickness of pipe increases.}

PSL refers to the product specification level where PSL2 provides a more extensive chemical composition complete with a mandatory minimum fracture toughness.

(14)

Surface

(a) All surfaces have been 100% visually inspected. The surface condition complies with API 5L Annex E . (b) External surface of pipe shall be coated with a layer of varnish.

NDT

All pipes will be ultrasonic tested on pipe body and pipe end as per API 5L Annex E, Table E.2 and para E.3.3. Coverage:

(a) longitudinal: 100% of the pipe surface

(b) pipe ends not scanned by automatic ultrasonic system shall be inspected by manual UT or Magnetic Particle Examination.

Hydrostatic test

(a) Test pressure may not exceed 2970 psi in accordance to API 5L requirements (b) Holding time: minimum 5 seconds

Certifcation and traceability

All dimensions will be supplied with a 3.2 certificate according to EN 10204, endorsed by recognized and independent inspection agency. Marking shall be in SI units (X52) accordance with API requirements & mill standard.

Dimensional control

All dimensions will be supplied according to API 5L clause 9.11; In addition, the following tolerances apply: (a) Pipe body: +/- 0,75%

(b) Pipe end: +/- 0,5%

(c) Wall thickness: +15%, -12,5% (d) Length: -0 / +100mm

Pipe Ends

Pipe Ends are bevelled. End angle shall be 30°- 0°/+5°, root face shall be 1.6mm +/- 0.8mm and fitted with bevel protectors.

Protection

Pipes are varnished on the outside.

Mechanical properties

API 5L, enhanced grade X52Q, PSL 2

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

mm MPa MPa - -50°C % - min. 360 Min. 460 Max. 760 max. 0,87 min. ≥ 36J avg. ≥ 42J transverse min. 22

(15)

Stock Specifcations - Pipes

High yield seamless Pipe API 5L grade X65 PSL 2

X65 (enhanced) high yield seamless pipes, modified to suit offshore structural purposes.

Applicable codes and standards

Grade

X

- NACE MR0175:”Satisfactory”

- This steel offers enhanced yield tensile ratio of 0.87 (max) and impact values verified from as low as -30°C . - This grade is also known as L450Q in USC Units.

Chemical composition with thickness (t) ≤ 25mm

Minimum Yield

X 65 Q PSL 2

C 0,16 Si 0,50 Mn 1,10 - 1,60 P 0,022 S 0,005 Cr 0,50 Mo 0,203 Ni 0,20 Al 0,020 - 0,060

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,20 N 0,014 Nb1 _0,05 Ti 0,02 V 0,10 As 0,02 Sb 0,01 Sn 0,015 Pb 0,010

Pcm = C +

+

+ 5B

At pipe body 450 MPa (65,300 psi) + N Normalizing rolling + Q Quenched and tempered where Q refers to a heat treatment process consisting of quench hardening followed by tempering.

Cr+Mo+Ni+Cu 0,54

Nb+V 0,10

Nb+V+Ti 0,15

CEV (IIW)

see formula below 0,432 Pcm

see formula below 0,25 2 Bi 0,010 Ca 0,005 B 0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{All nitrogen shall be tied up as nitrides. Al (total) to N ratio shall be at least 2.2:1} 2 _{CEV & Pcm may vary as wall thickness of pipe increases.}

3 _{Mo, max 0.25% for thickness (t) > 25mm.} 4_{Max 0.60% for thickness (t) > 25mm.}

(16)

Surface

NDT

All pipes will be ultrasonic tested on pipe body and pipe end as per API 5L Annex E, Table E.2 and para E.3.3. Coverage:

(b) pipe ends not scanned by automatic ultrasonic system shall be inspected by manual UT or Magnetic Particle Examination.

Hydrostatic test

Dimensional control

(b) Pipe end: +/- 0,5%

Pipe Ends

Pipe Ends are bevelled. End angle shall be 30°- 0°/+5°, root face shall be 1.6mm +/- 0.8mm and fitted with bevel protectors.

Protection

Mechanical properties

API 5L, enhanced grade X65Q, PSL 2

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(17)

Stock Specifcations - Pipes

High yield SAW welded Pipe API 5L grade X65 PSL 2

X65 (enhanced) high yield SAW welded pipes, modified to suit offshore structural purposes.

Applicable codes and standards

Grade

X

- This steel offers enhanced yield tensile ratio of 0.90 (max) and impact values verified from as low as -40°C . - This grade is also known as L450M in USC Units.

Chemical composition with thickness (t) ≤ 25mm

Minimum Yield

X 65 M PSL 2

C 0,04 - 0,09 Si 0,05 - 0,35 Mn 1,10 - 1,60 P 0,02 S 0,003 Cr 0,30 Mo 0,05 Ni 0,30 Al 0,010 - 0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,20 N 0,007 Nb1 _{0,01 - 0,05} Ti 0,005 - 0,020 V 0,010 - 0,050 As -Sb -Sn -Pb

-Pcm = C +

+

+ 5B

At pipe body 450 MPa (65,300 psi)

Cr+Mo+Ni+Cu

-Nb+V

-Nb+V+Ti 0,12

CEV (IIW)

see formula below 0,19

Bi

-Ca

-B

-Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{All nitrogen shall be tied up as nitrides. Al (total) to N ratio shall be at least 2.2:1}

+ M Thermo mechanical rolling + N Normalizing rolling + Q Quenched and tempered Thermo mechanical rolling is a rolling process in which the final

deformation is carried out in a par-ticular temperature range leading to a material condition equivalent with certain properties which cannot be achieved or repeated by a heat treat-ment alone.

(18)

Surface

NDT

All pipes will be ultrasonic tested on pipe body and pipe end as per API 5L Annex E, Table E.1 and para E.4. Coverage:

(b) pipe ends not scanned by automatic ultrasonic system shall be inspected by manual UT or Magnetic Particle Examination. (c) Area with any indication exceeding the acceptance criteria by automatic/manual UT shall be inspected by radiographic test.

Hydrostatic test

Dimensional control

(b) Pipe end: +/- 0,5%

Pipe Ends

Pipe Ends are bevelled. End angle shall be 30°+/- 2.5°, root face shall be 1.6mm +/- 0.8mm and fitted with bevel protectors.

Protection

Other Technical Properties

(a) Through-Thickness tests conducted to meet class Z35 as per ASTM A370 (from wall thickness 19.1mm). (b) Low sulphur content - all pipes possess sulphur content not more than 0.006%.

Mechanical properties

API 5L, enhanced grade X65M, PSL 2

(19)

High yield structural Plates API-2W grade 50

API-2W grade 50 high yield structural plates are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

API 2W, 2006 edition specifies high strength steel plates for offshore structures, produced by thermo-mechanical controlled processing.

Grade

Structural

The primary use of these steels is in tubular joints, stiffened plate construction and other intersections where portions of the plate will be subject to tension in the thickness direction. Supplementary requirement S4 provides for through-thickness testing of plates and specifies limits for acceptance. This steel offers enhanced through thickness ductility and impact values verified at minus -40°C .

Chemical composition

Minimum Yield(expressed in ksi)

Grade 50 LS Z35

C 0,16 Si 0,05-0,50 Mn 1,15-1,65 P 0,03 S 0,006 Cr 0,25 Mo 0,08 Ni 0,75 Al4 _0,015/0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,35 N1 _0,0122 Nb 0,030 Ti 0,025 V -As3 -Sb -Sn -Pb

-Pcm = C +

+

+ 5B

LS: Low Sulphur Z35

API 2W steels are intended for fabrication primarily by cold forming and welding. t ≤ 25 mm 345 - 517 MPa 25 < t ≤ 40 mm 345 - 483 MPa 40 < t ≤ 63 mm 345 - 483 MPa 63 < t ≤ 80 mm 345 - 483 MPa 80 < t ≤100 mm 345 - 483 MPa

Sulphur content is controlled.

Heat analysis for Sulphur shall be max 0,006% when specified via option S5. TTP testing is not mandatory. This should be specified via option S4.

Cr+Mo+Ni+V

-Nb+V

-Nb+V+Ti

-CEV (IIW) see formula below

t ≤ 40 mm: 0,39 40 <t ≤ 90 mm: 0,41 40< t ≤ 150 mm: 0,43

Pcm see formula below

t ≤ 40 mm: 0,22 40 <t ≤ 90 mm: 0,23 40< t ≤ 150 mm: 0,24 Bi -Ca -B3 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{Nitrogen shall not be intentional added}

2 _{Nitrogen may be max 0,013% if titanium is 0,010-0,020%} 3 _{Boron shall not be intentional added}

4_{Acid Solublerange or otherwise a total of 0,02-0,06%}

Through thickness testing when called for via option S4.

Min Tensile 358 MPa (=80% of 448 MPa).

(20)

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A, sub-class 3. Certifcation and traceability

All dimensions will be supplied with a 3.2 certificate according to EN 10204, endorsed by recognized and independent inspection agency. Low stress die-stamping on head and tail of each plate.

Mechanical properties

Grade 50

Available supplementary for stock plates as per Appendix A of API 2W

Supplementary Subject Remarks

S1 UT According to EN 10160 S1/E2 or ASTM A578

S3 Tensile test Additional tensile test shall be taken for head and tail corner of each parent-plate

S4 Through Thickness

Testing TTP testing meeting class Z35 according to ASTM A370 or EN 10164.

S5 Low Sulphur S ≤ 0,006%

S8 Strain ageing* Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm. Plastic strain 5%, aged for 1h at 250°C. Transverse CEV-values in strain aged condition min. 41/34J at -40°C

S9 PWHT* For t > 40mm tensile and impact testing in PWHT condition

S10 Hardness* Hardness tested according to Vickers

S11 Weldability* Pre qualification for thicknesses ≥ 40 mm up to 75 mm in accordance with API RP2Z

S12 Drop weight testing* For plates over 16 mm thickness. Thickest plate per lot. ‘No break’ at minus 35°C acc ASTM E208

mm MPa MPa - -40°C % t ≤ 16 345-517 min. 448 - ≥ 41/34J transverse in 2”, min 23 16 < t ≤ 25 25 < t ≤ 40 345-483 40 < t ≤ 63 63 < t ≤ 80 80 < t ≤ 100

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(21)

High yield structural Plates API-2W grade 60

API-2W grade 60 high yield structural plates are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

API 2W, 2006 edition specifies high strength steel plates for offshore structures, produced by thermo-mechanical controlled processing.

Grade

Structural

The primary use of these steels is in tubular joints, stiffened plate construction and other intersections where portions of the plate will be subject to tension in the thickness direction. Supplementary requirement S4 provides for through-thickness testing of plates and specifies limits for acceptance. This steel offers enhanced through thickness ductility and impact values verified at minus -40°C .

Chemical composition

Minimum Yield(expressed in ksi)

Grade 60 LS Z35

C 0,16 Si 0,05-0,50 Mn 1,15-1,60 P 0,03 S 0,006 Cr 0,25 Mo 0,15 Ni 1,0 Al4 _{0,02 - 0,06}

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,35 N1 _0,0122 Nb 0,030 Ti 0,02 V -As3 -Sb -Sn -Pb

-Pcm = C +

+

+ 5B

LS: Low Sulphur Z35

API 2W steels are intended for fabrication primarily by cold forming and welding. t ≤ 25 mm 414 - 621 MPa 25 < t ≤ 40 mm 414 - 586 MPa 40 < t ≤ 63 mm 414 - 586 MPa 63 < t ≤ 80 mm 414 - 586 MPa 80 < t ≤100 mm 414 - 586 MPa

Sulphur content is controlled.

Heat analysis for Sulphur shall be max 0,006% when specified via option S5. TTP testing is not mandatory. This should be specified via option S4.

Cr+Mo+Ni+Cu

-Nb+V

-Nb+V+Ti

-CEV (IIW) see formula below

t ≤ 40 mm: 0,42 40 <t ≤ 100 mm: 0,45

Pcm see formula below

t ≤ 40 mm: 0,23 40 <t ≤ 100 mm: 0,25 Bi -Ca -B3 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{Nitrogen shall not be intentional added}

2 _{Nitrogen may be max 0,013% if titanium is 0,010-0,020%} 3 _{Boron shall not be intentional added}

4_{Acid Solublerange or otherwise a total of 0,02-0,06%}

Through thickness testing when called for via option S4.

Min Tensile 376MPa

(22)

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A, sub-class 3. Certifcation and traceability

Mechanical properties

Grade 60

Available supplementary for stock plates as per Appendix A of API 2W

S1 UT According to EN 10160 S1/E2 or ASTM A578

S3 Tensile test Additional tensile test shall be taken for head and tail corner of each parent-plate

S4 Through Thickness

Testing TTP testing meeting class Z35 according to ASTM A370 or EN 10164.

S5 Low Sulphur S ≤ 0,006%

S8 Strain ageing* Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm. Plastic strain 5%, aged for 1h at 250°C. Transverse CEV-values in strain aged condition min. 41/34J at -40°C

S9 PWHT* For t > 40mm tensile and impact testing in PWHT condition

S10 Hardness* Hardness tested according to Vickers

S11 Weldability* Pre qualification for thicknesses ≥ 40 mm up to 75 mm in accordance with API RP2Z

S12 Drop weight testing* For plates over 16 mm thickness. Thickest plate per lot. ‘No break’ at minus 35°C acc ASTM E208

mm MPa MPa - -40°C % t ≤ 16 414-621 min. 517 - ≥ 48/41J transverse in 2”, min 22 16 < t ≤ 25 25 < t ≤ 40 414-586 40 < t ≤ 63 63 < t ≤ 80 80 < t ≤ 100

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

*Available upon request

(23)

High yield structural Plates for offshore S355G10+M

S355G10+M high yield structural plates are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

BS- EN 10225:2009

Weldable structural steels for fixed offshore structures - technical delivery conditions.

Grade

Structural

Within EN 10225 this steel is designated as a group 3 steel which means that this grade is substantially modified from EN 10025-4. This steel offers enhanced through thickness ductility and impact values verified at -40°C. This grade is also known as 1.8813+M.

Chemical composition

Minimum Yield

S 355 G 10 +M

C 0,12 Si 0,15-0,55 Mn 1,65 P 0,015 S 0,005 Cr 0,20 Mo3 _0,08 Ni4 _0,70 Al5 _0,015/0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,30 N 0,010 Nb 0,030 Ti 0,025 V 0,060 As2 _0,03 Sb2 _0,010 Sn2 _0,020 Pb2 _0,010

Pcm = C +

+

+ 5B

Letter G Delivery condition

Symbol indicating that the following figures specify the minimum yield strength in MPa. (MPa = N/mm2₎

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 355 MPa 16 < t ≤ 25 mm 355 MPa 25 < t ≤ 40 mm 345 MPa 40 < t ≤ 63 mm 335 MPa 63 < t ≤ 100 mm 325 MPa

Followed by a maximum of two digits characterizing and indicating the steel grade within the groups 1, 2 or 3, as defined per table 4 of EN 10225.

Cr+Mo+Ni+Cu

-Nb+V 0,06

Nb+V+Ti 0,08

CEV (IIW) see formula below

T ≤ 75mm: 0,41 T > 75mm: 0,42 Pcm

see formula below

T ≤ 75mm: 0,21 T > 75mm: 0,22 Bi2 _0,010 Ca2 _0,005 B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{As per paragraph 8.2.3.2 of EN 10225 the Pcm-value shall apply (instead of the CEV-value, see option 9)}

2 _{Residual elements shall be checked once every 5.000 tons per manufacturing location and shall be reported as a ladle analysis} 3 _{For T > 75 mm with supply condition +M the maximum Mo content shall be 0,20%}

4_{For T > 40 mm the minimum Ni content shall be 0,30%}

5 _{The total aluminium to nitrogen ratio shall be a minimum of 2:1. When other nitrogen binding elements are used the minimum Al value and Al:N ratio does not apply}

(24)

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A, sub-class 3.

NDT

All plates have been ultrasonically tested in accordance with EN 10160. Ultrasonic testing has been carried out either prior to, or after the final heat treatment and does meet the requirements of EN 10160, class S1/E2 for steels of group 3. According EN 10225 this steel designated a group 3 steel.

Dimensional control

All dimensions will be supplied according to EN 10029, flatness class N, thickness class A.

Mechanical properties

S355G10+M

Available options for stock plates as per section 13 of EN 10225

Option Subject Remarks

10 PWHT* Mechanical tests include SPWHT condition for thicknesses greater than 40 mm

12 Strain ageing* Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm. Plastic strain 5%, aged for 1h at 250°C. Transverse CEV-values in strain aged condition min. 36/26J at -40°C

13 Through Thickness

Testing

TTP testing for thicknesses ≥ 15 mm. To meet class Z35 according to EN 10164. Through thickness strengths min 80% of specified minimum tensile strength for specified thickness

- Low Sulphur S ≤ 0,005% in combination with above option 13

- Hardness Hardness tested according to Vickers

18 Weldability* Pre qualification for thicknesses ≥ 40 mm up to 75 mm

mm MPa(min.) MPa - -40°C %

t ≤ 16 355 470-630 max. 0,93 ≥ 50J transverse 22 16 < t ≤ 25 355 max. 0,90 25 < t ≤ 40 345 40 < t ≤ 63 335 63 < t ≤ 100 325

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(25)

High yield structural Plates for offshore S420G2+M

S420G2+M high yield structural plates for offshore are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

BS- EN 10225:2009

Grade

Structural

Chemical composition

Minimum Yield

S 420 G 2 +M

C 0,144 Si 0,15 - 0,55 Mn 1,65 P 0,020 S 0,007 Cr 0,25 Mo 0,25 Ni 0,70 Al3 _0,015/0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15 Pcm = C +

+

+ 5B

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 420 MPa 16 < t ≤ 40 mm 400 MPa 40 < t ≤ 63 mm 390 MPa 63 < t ≤ 100 mm 380 MPa

Cr+Mo+Ni+Cu 0,90

Nb+V 0,09

Nb+V+Ti 0,11

CEV (IIW)

Bi2 _0,010

Ca2 _0,005

B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{As per paragraph 8.2.3.2 of EN 10225 the CEV-value shall apply (instead of the Pcm-value, see option 9)}

2 _{Residual elements shall be checked once every 5.000 tons per manufacturing location and shall be reported as a ladle analysis}

3 _{The total aluminium to nitrogen ratio shall be a minimum of 2:1. When other nitrogen binding elements are used the minimum Al value and Al:N ratio does not apply} 4_{A maximum carbon value of 0.15% is permitted for thichkenss less than 15mm}

(26)

Surface

NDT

Dimensional control

Mechanical properties

S420G2+M

Available options for stock plates as per section 13 of EN 10225

t ≤ 16 420 500 - 660 max. 0,93 ≥ 60J transverse 19 16 < t ≤ 40 400 max. 0,90 40 < t ≤ 63 390 480 - 640 63 < t ≤ 100 380

Testing

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(27)

High yield structural Plates for offshore S460G2+M

S460G2+M high yield structural plates for offshore are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

BS- EN 10225:2009

Grade

Structural

Chemical composition

Minimum Yield

S 460 G 2 +M

C 0,14 Si 0,15-0,55 Mn 1,65 P 0,020 S 0,007 Cr 0,25 Mo 0,25 Ni 0,70 Al3 _0,015/0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15 Pcm = C +

+

+ 5B

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 460 MPa 16 < t ≤ 25 mm 440 MPa 25 < t ≤ 40 mm 420 MPa 40 < t ≤ 63 mm 415 MPa 63 < t ≤ 80 mm 405 MPa 80 < t ≤ 100 mm 400 MPa

Cr+Mo+Ni+Cu 0,90

Nb+V 0,09

Nb+V+Ti 0,11

CEV (IIW)

Bi2 _0,010

Ca2 _0,005

B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{As per paragraph 8.2.3.2 of EN 10225 the CEV-value shall apply (instead of the Pcm-value, see option 9)}

2 _{Residual elements shall be checked once every 5.000 tons per manufacturing location and shall be reported as a ladle analysis}

(28)

Surface

NDT

Dimensional control

Mechanical properties

S460G2+M

Available options for stock plates as per section 13 of EN 10225

t ≤ 16 460 540-700 max. 0,93 ≥ 60J transverse 17 16 < t ≤ 25 440 530-690 max. 0,90 25 < t ≤ 40 420 520-680 40 < t ≤ 63 415 515-675 63 < t ≤ 80 405 505-665 80 < t ≤ 100 400 500-660

Testing

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(29)

High yield structural Plates S460ML

S460ML high yield structural plates are intended for welded and bolted structural applications. These plates are thermo mechanically rolled weldable fine grained steels.

Applicable codes and standards

BS- EN 10025-4:2004

Hot rolled products of structural steel – Part 4 technical delivery conditions.

Grade

Structural

Some publications refer to this steel type as Thermo Mechanical Controlled Processed (TMCP) steels. Thermo mechanical rolling is a rolling process in which the final deformation is carried out in a particular temperature range leading to a material condition equivalent with certain properties which cannot be achieved or repeated by heat treatment alone. S460ML is also known as steel type 1.8838.

Chemical composition

Minimum Yield

S 460 M L

C 0,18 Si 0,60 Mn 1,70 P 0,025 S 0,020 Cr 0,30 Mo 0,20 Ni 0,80 Al2 _{Min 0,02}

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,55 N 0,025 Nb 0,050 Ti 0,050 V 0,12 As -Sb -Sn -Pb

-Pcm = C +

+

+ 5B

Letter M Letter L

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 460 MPa 16 < t ≤ 25 mm 440 MPa 25 < t ≤ 40 mm 440 MPa 40 < t ≤ 63 mm 430 MPa 63 < t ≤ 80 mm 410 MPa 80 < t ≤ 100 mm 400 MPa 100 < t ≤ 120 mm 385 MPa

Indicating the supply condition. M: Thermo mechanical rolling and CVN values specified at -20°C.

Specified minimum charpy V-notch values at test temperature not lower than -50°C.

Cr+Mo+Ni+Cu

-Nb+V

-Nb+V+Ti

-CEV (IIW)

see formula below Not specified

Bi

-Ca

-B

-Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{For lowest thickness range t ≤ 16 mm.}

2 _{When sufficient other nitrogen binding elements are used the minimum for Al value does not apply}

(30)

Surface

NDT

Internal soundness as specified in EN 10025-1. The material shall be sound and free from such internal defects which might preclude its use for the intended purpose.

Dimensional control

Mechanical properties

S460ML

Available options for stock plates as per section 13 of EN 10025-4

15 Surface The surface condition does comply with EN 10163-2, class A , sub-class 3. No weld repair allowed

6 Internal soundness Ultrasonically test in accordance with EN 10160. Ultrasonic testing carried out either prior to, or after the final heat treatment and meets the requirements of EN 10160, class S1/E2

- Mechanical prop.* Mechanical tests include the PWHT condition for thicknesses greater than 40 mm - Strain ageing* Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm

4 Through Thickness

Testing

TTP testing for thicknesses ≥15 mm. To meet class Z35 according to EN 10164. Through thickness strengths min 80% of specified minimum tensile strength for specified thickness

mm MPa MPa - -50°C % t ≤ 16 460 540-720 Not specified ≥27J Longitudinal 17 16 < t ≤ 25 440 25 < t ≤ 40 440 40 < t ≤ 63 430 530-710 63 < t ≤ 80 410 510-690 80 < t ≤ 100 400 500-680 100 < t ≤ 120 385 490-660

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

(31)

High yield structural plates Norsok M-120 Y20

Norsok M-120 Y20 high yield structural plates are intended for (but not limited to) use in fixed offshore structures, designed to operate in the offshore sector.

Applicable codes and standards

Norsok M-120 revision 5, Material Data Sheet (MDS) Y20 specifies the selected options in the referred standard and modifies

requirements which supersede the corresponding requirements in that standard. The referred standard is BS-EN 10225:2009 weldable structural steel for fixed offshore structures - technical delivery conditions.

Grade

Chemical composition

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15

Cu 0,30 N 0,010 Nb 0,030 Ti 0,025 V 0,060 As 0,03 Sb 0,010 Sn 0,020 Pb 0,010

Pcm = C +

+

+ 5B

Cr+Mo+Ni+Cu

-Nb+V 0,06

Nb+V+Ti 0,08

CEV (IIW)1 see formula below

T ≤ 75mm: 0,41 T > 75mm: 0,42 Pcm

see formula below

T ≤ 75mm: 0,21 T > 75mm: 0,22 Bi2 _0,010 Ca2 _0,005 B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1 As per paragraph 8.2.3.2 of EN 10225 the Pcm-value shall apply (instead of the CEV-value, see option 9)

2 Residual elements shall be checked once every 5.000 tons per manufacturing location and shall be reported as a ladle analysis 3 For T > 75 mm with supply condition +M the maximum Mo content shall be 0,20%

4 For T > 40 mm the minimum Ni content shall be 0,30%

5 The total aluminium to nitrogen ratio shall be a minimum of 2:1. When other nitrogen binding elements are used the minimum Al value and Al:N ratio does not apply

Stock Specifcations - Plates

Structural Minimum Yield

S 355 G 10 +M

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 355 MPa 16 < t ≤ 25 mm 355 MPa 25 < t ≤ 40 mm 345 MPa 40 < t ≤ 63 mm 335 MPa 63 < t ≤ 100 mm 325 MPa

(32)

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A, sub-class 3. The Norsok M-120 MDS Y20 specifies shot blasting SA2,5 and one coat of 15 microns zinc ethyl silicate primer. However, the stock plates can also be supplied in the as rolled black condition.

NDT

All dimensions will be supplied with a 3.2 certificate according to EN 10204, endorsed by LRS. Low stress die-stamping on head and tail of each plate.

Dimensional control

All dimensions will be supplied according to EN 10029.

Mechanical properties

S355G10+M

Available options for stock plates as per section 13 of EN 10225

10 PWHT Mechanical tests include SPWHT condition for thicknesses greater than 40 mm

12 Strain ageing Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm. Plastic strain 5%, aged for 1h at 250°C.Transverse CEV-values in strain aged condition min. 36/26J at -40°C

Testing

- Low Sulphur %S ≤ 0,005 in combination with above option 13

18 Weldability Pre qualification for thicknesses ≥ 40 mm up to 75 mm

mm MPa MPa - -40°C % t ≤ 16 355 470-630 0,93 ≥ 50J transverse 22 16 < t ≤ 25 355 0,90 25 < t ≤ 40 345 40 < t ≤ 63 335 63 < t ≤ 100 325

(33)

High yield structural plates Norsok M-120 Y30

Applicable codes and standards

Norsok M-120 revision 5, Material Data Sheet (MDS) Y30 specifies the selected options in the referred standard and modifies

requirements which supersede the corresponding requirements in that standard. The referred standard is BS-EN 10225:2009 weldable structural steel for fixed offshore structures - technical delivery conditions.

Grade

Structural

Within EN 10225 this steel is designated as a group 3 steel which means that this grade is substantially modified from EN 10025-4. This steel offers enhanced through thickness ductility and impact values verified

at -40°C. This grade is also known as 1.8857+M.

Chemical composition

Minimum Yield

S 420 G 2 +M

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15 Pcm = C +

+

+ 5B

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 420 MPa 16 < t ≤ 100 mm 420 MPa

Cr+Mo+Ni+Cu 0,90

Nb+V 0,09

Nb+V+Ti 0,11

CEV (IIW)

see formula below -1 Pcm

Bi2 _0,010

Ca2 _0,005

B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{As per Norsok requirements, the Pcm-value shall apply (instead of the CEV-value, see option 9)}

2 _{Residual elements shall be checked once every 5,000 tonnes per manufacturing location and shall be reported as a ladle analysis}

(34)

Mechanical properties

S420G2+M

Available options for stock plates as per section 13 of EN 10225

mm MPa MPa - -40°C %

t ≤ 16

420 - 540 550 - 600 0,93 ≥ 60J

transverse min. 19

16 < t ≤ 100 0,90

12 Strain ageing Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm. Plastic strain 5%, aged for 1h at 250°C. Transverse CEV-values in strain aged condition min. 36/26J at -40°C

Testing

- Low Sulphur %S ≤ 0,005 in combination with above option 13

18 Weldability Pre qualification for thicknesses ≥ 40 mm up to 75 mm

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A , sub-class 3. The Norsok M-120 MDS Y30 specifies shot blasting SA2,5 and one coat of 15 microns zinc ethyl silicate primer. However, the stock plates can also be supplied in the as rolled black condition.

NDT

All dimensions will be supplied with a 3.2 certificate according to EN 10204, endorsed by recognized & independent inspection agency. Low stress die-stamping on head and tail of each plate.

Dimensional control

(35)

High yield structural plates Norsok M-120 Y40

Applicable codes and standards

Norsok M-120 revision 5, Material Data Sheet (MDS) Y40 specifies the selected options in the referred standard and modifies requirements which supersede the corresponding requirements in that standard.

The referred standard is: BS- EN 10225:2009

Weldable structural steels for fixed offshore structures – technical delivery conditions.

Grade

Structural

Chemical composition

Minimum Yield

S 460 G 2 +M

C 0,14 Si 0,15-0,55 Mn 1,65 P 0,020 S 0,007 Cr 0,25 Mo 0,25 Ni 0,70 Al3 _0,015/0,055

CEV = C +

Mn

+

Cr+Mo+V

+

Ni+Cu

6

5

15 Pcm = C +

+

+ 5B

Cr+Mo+Ni+Cu 0,90

Nb+V 0,09

Nb+V+Ti 0,11

CEV (IIW)

see formula below -1 Pcm

Bi2 _0,010

Ca2 _0,005

B2 _0,0005

Si

Mn+Cu+Cr

Ni

Mo

V

30

20

60

15

10

1_{As per Norsok requirements, the Pcm-value shall be reported (instead of the CEV-value, see option 9)}

2 _{Residual elements shall be checked once every 5,000 tonnes per manufacturing location and shall be reported as a ladle analysis}

Stock Specifcations - Plates

In MPa for thicknesses t ≤ 16mm. t ≤ 16 mm 460 MPa 16 < t ≤ 100 mm 460 MPa

(36)

Surface

All surfaces have been 100% visually inspected. The surface condition does comply with EN 10163-2, class A, sub-class 3. The Norsok M-120 MDS Y40 specifies shot blasting SA2,5 and one coat of 15 microns zinc ethyl silicate primer. However, the stock plates can also be supplied in the as rolled black condition.

NDT

Ultrasonically test in accordance with EN 10160. Ultrasonic testing carried out either prior to, or after the final heat treatment and does meet the requirements of EN 10160, class S1/E2.

Dimensional control

Mechanical properties

S460G2+M

Available options for stock plates as per section 13 of EN 10225

12 Strain ageing Strain ageing tests are carried out for thicknesses greater than or equal to 12,5 mm

Testing

Thickness t

Yield R

_eh

Tensile R

_m

R

_eh

/ R

_m

CVN

El

mm MPa MPa - -40°C %

t ≤ 16

460 - 580 550 - 600 0,93 ≥ 60J

transverse min. 17