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DNV-OS-B101 Metallic Materials |
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| Ch.2: Technical Provisions |
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| Sec.1: Rolled Steel for Structural Application |
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| D: Extra High Strength Steel |
The steel grades shall be killed and fine grain treated.
The extent of tensile and impact testing shall be each piece.
Ch.2 Sec.1 D
402 Additional requirements for through thickness properties (Z-ductility)
are given in E400 for steel grades
of improved weldability and, where specified, for grades of normal
weldability.
Ch.2 Sec.1 D
| Table D1 Chemical composition limits 1) for extra high strength steel | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Grade | C | Si | Mn | P | S | Cr 2) | Mo 2) | Ni 2) | Cu 2) | Al 3) 4) | Nb 4) | V 4) | Ti 4) | N | Grade
A of all strength levels | 0.21 | 0.10-0.55 | 1.70 | 0.035 | 0.035 | 0.20 | 0.08 | 0.40 | 0.35 | Min. | 0.020 0.02 | - 0.05 0.05 | - 0.10 0.007 | - 0.05 - | Grades
D and E of all strength levels | 0.20 | 0.10-0.55 | 1.70 | 0.030 | 0.030 | 0.20 | 0.08 | 0.40 | 0.35 | Min. | 0.020 0.02 | - 0.05 0.05 | - 0.10 0.007 | - 0.05 - | Grade
F of all strength | levels 0.18 | 0.10-0.55 | 1.60 | 0.025 | 0.025 | 0.20 | 0.08 | 0.80 | 0.35 | Min. | 0.020 0.02 | - 0.05 0.05 | - 0.10 0.007 | - 0.05 0.009 | 5)
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Ch.2 Sec.1 D
| Table D2 Requirements for extra high strength steels of improved weldability 1) | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Grade | NV DW420 NV EW 20 | NV DW460 NV EW460 | NV DW500 NV EW500 Deoxidation | Killed and fine
grain treated | | Chemical composition | (ladle analysis, maximum weight % unless range stated) | | | C | 0.12 | | | Si | 0.10 - 0.50 | | | Mn | 1.65 | | | P | 0.020 | | | S | 0.008 | | | Cu | 0.50 | | | Cr | 0.25 | | | Ni | 1.00 | | | Mo | 0.25 | | | Al (total)2) | 0.06 | | | Nb 3)4) | 0.04 | | | V 3)4) | 0.08 | | | Ti 4) | 0.05 | | | N | 0.010 | | | B 5) | 0.0005 | | | Pcm | 0.22 | Tensile test | | | Tensile strength(N/mm2) | 530 - 680 | 570 - 720 | 610 - 770 | | Yield stress (N/mm2) | | | | | | t £ 50 mm | 50 mm < t £ 75 mm 75 mm < t £ 100 mm 420 | 400 380 460 | 440 420 500 | 480 460 | Elongation, A5 (%) | 20 | 19 | 18 | Impact test, Charpy
V-notch | | | Test temperature (°C) | | | | Grade DW | Grade EW -20 | -40 | Minimum average energy (J) | | | | Transverse | 60 | | Minimum single value (J) | | | | Transverse | 42 | Minimum average through thickness
ductility Zz (%) | 35 |
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Ch.2 Sec.1 D
| Table D3 Mechanical properties for extra high strength steel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Grade | Yield stress ReHminimum (MPa) | Tensile strength Rm (MPa) | Elongation A5minimum (%) | Impact energy, transverse minimum (J) Temperature | (°C) t £ 150 | (mm) NV
A420 | NV D420 NV E420 NV F420 420 | 530-680 | 18 1) | 0 | -20 -40 -60 28 | NV
A460 | NV D460 NV E460 NV F460 460 | 570-720 | 17 1) | 0 | -20 -40 -60 31 | NV
A500 | NV D500 NV E500 NV F500 500 | 610-770 | 16 1) | 0 | -20 -40 -60 33 | NV
A550 | NV D550 NV E550 NV F550 550 | 670-830 | 16 1) | 0 | -20 -40 -60 37 | NV
A620 | NV D620 NV E620 NV F620 620 | 720-890 | 15 1) | 0 | -20 -40 -60 41 | NV
A690 | NV D690 NV E690 NV F690 690 | 770-940 | 14 1) | 0 | -20 -40 -60 46 |
Thickness, mm | t £ 10 | 10 < t £ 15 | 15 < t £?20 | 20 < t £?25 | 25 < t £ 40 | 40 < t £ 50 | t > 50 | | Strength level 420 | 11 | 13 | 14 | 15 | 16 | 17 | 18 | | Strength level 460 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | | Strength levels 500 and
550 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | | Strength level 620 | 9 | 11 | 12 | 12 | 13 | 14 | 15 | | Strength level 690 | 9 | 10 | 11 | 11 | 12 | 13 | 14 | | | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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