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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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| B: Normal Strength Steel |
Ch.2 Sec.1 B
| Table B1 Chemical composition limits 1) and deoxidation practice for normal strength steel | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Grade | C 2) | Si | Mn 2) | P | S | Al | Deoxidation
practice | NV
A | 0.213) | 0.50 | Min.
2.5 ´ C | 0.035 | 0.035 | - | For t £ 50
mm: Any method except rimmed steel 4) | For t > 50
mm: Killed | NV
B | 0.21 | 0.35 | Min.
0.80 5) | 0.035 | 0.035 | - | For t £ 50
mm: Any method except rimmed steel | For t > 50
mm: Killed | NV
D | 0.21 | 0.10-0.35 | Min.
0.60 | 0.035 | 0.035 | - | For t £ 25
mm: Killed | Min.
0.020 6) | For t > 25
mm: Killed and fine grain treated | NV
E | 0.18 | 0.10-0.35 | Min.
0.70 | 0.035 | 0.035 | Min.
0.020 6) | Killed and fine grain
treated |
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Ch.2 Sec.1 B
| Table B2 Requirements for normal strength steel of improved weldability 1) | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Grade | NV BW | NV DW | NV EW | Deoxidation | Killed and fine
grain treated | | Chemical composition | (ladle analysis, maximum weight % unless range stated) | | C | 0.12 | | Si | 0.10 - 0.50 | | Mn | 0.60 - 1.40 | | P | 0.020 | | S | 0.008 | | Cu | 0.35 | | Cr | 0.20 | | Ni | 0.40 | | Mb | 0.08 | | Al (total)2) | 0.06 | | Nb 3)4) | 0.04 | | V 3)4) | 0.06 | | Ti 4) | 0.05 | | N | 0.010 | | B 5) | 0.0005 | | Pcm | 0.22 | Tensile test | | | | | Tensile strength (N/mm2) | 400 - 520 | | Yield stress (N/mm2) | | | t £ 25 mm | 25 mm < t £ 50 mm 50 mm < t £ 75 mm 75 mm < t £ 100 mm 235 minimum | 215 minimum 200 minimum 190 minimum | Elongation, A5 (%) | 22 minimum | Impact test, Charpy V-notch | | | | | Test temperature (°C) | 0 | -20 | -40 | | Minimum average energy (J) | | | Transverse | 40 | | Minimum single value (J) | | | | Transverse | 28 | Minimum
average through thickness ductility Zz (%) | 35 |
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Ch.2 Sec.1 B
| Table B3 Conditions of supply for normal strength steel | |||||||||||||||||||||||||
Grade | Thickness, t (mm) | Plates | Sections | NV
A, NV B | t £ 50 | AR, NR, N, TM | AR, NR, N, TM | 50 < t £?150 | AR1), NR, N, TM | AR1), NR, N, TM | NV
D | t £ 35 | AR, NR, N, TM | AR, NR, N, TM | 35 < t £ 150 | NR, N, TM | AR1), NR, N, TM | NV
E | t £ 150 | N, TM | AR1), NR1), N, TM |
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Ch.2 Sec.1 B
| Table B4 Mechanical properties for normal strength steel | |||||||||||||||||||||||||||
| Grade | Yield
stress ReHminimum (MPa) | Tensile
strength Rm (MPa) | Elongation A5minimum (%) | Impact
energy, longitudinal minimum (J) | Temperature | (°C) t £ 50 | (mm) 50 < t £ 70 | (mm) 70 < t £ 150 | (mm) NV
A | NV B NV D NV E 235 | 400-520 | 22 3) | +20 | 0 -20 -40 - | 27 1)27 27 34 2)34 | 34 34 41 2)41 | 41 41
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Ch.2 Sec.1 B
| Table B5 Test units for impact testing of normal strength steel | |||||||||||||||||||||||||||||
| Grade | Thickness, t (mm) | Plates | Sections | NV A | t £ 50 | Not required | Not required | 50 < t £ 150 | 50 tonnes | Not required | NV B | t £ 25 | Not required | Not required | 25 < t £ 150 | 50 tonnes 1) 2) | 50 tonnes 2) | NV D | t £ 150 | 50 tonnes 1) 2) | 50 tonnes 2) | NV E | t £ 150 | Each piece | 25 tonnes 3) |
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