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C: High Strength Steel [Table of Contents] E: Testing

DNV-OS-B101 Metallic Materials

[-] Ch.2: Technical Provisions
[-] Sec.1: Rolled Steel for Structural Application
[-] D: Extra High Strength Steel

Ch.2 Sec.1
D. Extra High Strength Steel

Ch.2 Sec.1
D 100   Scope

Ch.2 Sec.1 D
101
   These requirements are supplementary to A and apply to extra high strength steels, which is defined as steel with specified minimum yield stress of 420 N/mm2 and up to and including 690 N/mm2.

The steel grades shall be killed and fine grain treated.

Ch.2 Sec.1
D 200   Chemical composition

Ch.2 Sec.1 D
201
   The chemical composition shall satisfy the requirements in Table D1 and Table D2 for steel grades of normal weldability and improved weldability respectively.

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

Ch.2 Sec.1 D
301
   Steel grades of strength levels up to and including 500 MPa may be supplied in N, TM or QT condition. Steel grades of strength levels above 500 MPa shall be supplied in TM or QT condition.

Ch.2 Sec.1
D 400   Mechanical properties

Ch.2 Sec.1 D
401
   Extra high strength steel shall comply with the mechanical properties specified in Table D2 and Table D3 for steel grades of improved weldability and normal weldability respectively.

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) 
  1. Composition in percentage mass by mass maximum unless shown as a range or as a minimum.
  2. The limits given do not apply when elements are intentionally added.
  3. Total content. Acid soluble content, if determined instead, shall be minimum 0.015%.
  4. The steel shall contain Al, Nb, V or Ti, either singly or in any combination. When used singly, the steel shall contain the specified minimum content of the element. When Al and Nb are used in combination, the minimum total Al content shall be 0.015% and the minimum Nb content shall be 0.010%. When Al and V are used in combination, the minimum total Al content shall be 0.015% and the minimum V content shall be 0.030%. The total content of Nb+V+Ti shall not exceed 0.12%.
  5. 0.012% if Al is present.
 

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) 
 
  0.12 
  Si 0.10 - 0.50 
  Mn 1.65 
  0.020 
  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 
  0.010 
  B 5) 0.0005 
  Pcm 0.22 
Tensile test  
 Tensile strength(N/mm2530 - 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 
  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 : 0.09%.
  4. (Nb+V+Ti)max : 0.13%.
  5. Boron (maximum 30 ppm) may be added subject to agreement.
 

Ch.2 Sec.1 D
Table D3 Mechanical properties for extra high strength steel  
Grade Yield stress
R
eHminimum
(MPa)
 
Tensile strength
R
m
(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 
  1. For full thickness flat test pieces with width 25 mm and gauge length 200 mm, the minimum elongation (%) is reduced to the following values:
 
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 11 12 12 13 14 15  
Strength level 690 10 11 11 12 13 14  


C: High Strength Steel [Table of Contents] E: Testing