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A: General [Table of Contents] C: High Strength Steel

DNV-OS-B101 Metallic Materials

[-] Ch.2: Technical Provisions
[-] Sec.1: Rolled Steel for Structural Application
[-] B: Normal Strength Steel

Ch.2 Sec.1
B. Normal Strength Steel

Ch.2 Sec.1
B 100   Scope

Ch.2 Sec.1 B
101
   These requirements are supplementary to A and apply to normal strength steel, which is defined as steel with specified minimum yield stress of 235 N/mm2.

Ch.2 Sec.1
B 200   Chemical composition

Ch.2 Sec.1 B
201
   Requirements for chemical composition and deoxidation practice for normal strength steel are given in Table B1 and Table B2.

Ch.2 Sec.1
B 300   Heat treatment, condition of supply

Ch.2 Sec.1 B
301
   Normal strength steel shall be delivered in a condition complying with the requirements given in Table B3.

Ch.2 Sec.1
B 400   Mechanical properties

Ch.2 Sec.1 B
401
   Normal strength steel shall comply with the mechanical properties specified in Table B2 and Table B4 for steel grades of improved weldability and normal weldability respectively.

Ch.2 Sec.1 B
402
   For tensile testing the total mass of products in a test unit shall be maximum 50 tonnes. For impact testing the maximum size of a test unit shall be as given in Table B5.

Ch.2 Sec.1 B
403
   Additional requirements concerning 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 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 ´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 
  1. Composition in percentage mass by mass maximum unless shown as a range or as a minimum.
  2. C + 1/6 Mn shall not exceed 0.40%.
  3. Maximum 0.23% for sections.
  4. Rimmed steel may be accepted for sections up to 12.5 mm thickness.
  5. Minimum 0.60% when the steel is impact tested.
  6. Total content. Acid soluble content, if determined instead, shall be minimum 0.015%.
 

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) 
 
 0.12 
 Si  0.10 - 0.50 
 Mn 0.60 - 1.40 
 0.020 
 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 
 0.010 
 B 5)  0.0005 
 Pcm 0.22 
Tensile test    
 Tensile strength (N/mm2400 - 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) -20 -40 
 Minimum average energy (J)  
 Transverse 40 
 Minimum single value (J)  
  Transverse 28 
Minimum average through thickness ductility Zz (%) 35 
  1. When scrap material is being used in steel production, the amount of the following residual elements shall be determined and reported and the levels shall not exceed: 0.03% As, 0.01% Sb, 0.02% Sn, 0.01% Pb, 0.01% Bi and 0.005% Ca.
  2. Al:N ³ 2:1 (not applicable for titanium killed steel)
  3. (Nb+V)max : 0.06%
  4. (Nb+V+Ti)max : 0.10%
  5. Boron (maximum 30 ppm) may be added subject to agreement.
 

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 
  1. Products may be supplied in this condition when especially approved.
 

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  
  1. Impact tests are not required for grade B steel with thickness of 25 mm or less.
  2. Impact tests for grade A over 50 mm thickness are not required when the material is produced using fine grain practice and supplied in either N or TM conditions.
  3. For full thickness flat test pieces with width 25 mm and gauge length 200 mm, the minimum elongation (%) is reduced to the following values:
 

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)  
  1. Maximum 25 tonnes for plates over 50 mm in thickness supplied in the normalising rolled (NR) condition.
  2. Maximum 25 tonnes for plates and sections supplied in the as rolled (AR) condition.
  3. Maximum 15 tonnes for sections supplied in the as rolled (AR) or normalising rolled (NR) condition.
 


A: General [Table of Contents] C: High Strength Steel