4 Material specification
4.1 The material specification should be submitted to the Administration for
approval. The test requirements and acceptance criteria for the material are
described in detail in the appendix.
4.2 The steel should be fully killed and fine-grained. The condition of supply for
all material should be hot rolled with subsequent controlled cooling as necessary.
The reduction ratio of slab to finished product thickness should not be less than
3:1. Other conditions of supply should be in accordance with those prescribed by the
Administration.
4.3 The use of high manganese austenitic steel is limited to steel plates with a
thickness between 6 mm and 40 mm. For thicknesses greater than 40 mm, special
consideration may be given by the Administration. Other dimensions may be subject to
acceptance by the Administration.
5 Chemical composition
The chemical composition for high manganese austenitic steel should meet
the requirements of recognized standards, such as ASTM standard A1106/A1106M-17 as
shown in table 1, or ISO 21635:2018.
Table 1: Chemical composition for high manganese austenitic steel
(Ref. ASTM standard A1106/A1106M-17)
|
Chemical Composition (wt.%, product)
|
|
C
|
Si
|
Mn
|
P
|
S
|
Cr
|
Cu
|
B
|
N
|
Requirements
|
0.35 -
0.55
|
0.10 -
0.50
|
22.50 -
25.50
|
Max. 0.030
|
Max. 0.010
|
3.00 -
4.00
|
0.30 -
0.70
|
Max. 0.005
|
Max. 0.050
|
6 Mechanical properties
Mechanical properties for the base metal of high manganese austenitic
steel should meet the requirements of the IGC and IGF Codes, as relevant, and also recognized standards applied
to chemical composition, such as ISO 21635:2018 (refer to table 2 below) or ASTM
A1106/A1106M-17. Compliance should also be documented in accordance with material
testing requirements and acceptance criteria outlined in the appendix.
Table 2: Mechanical properties for base metal of high manganese
austenitic steel
(Reference ISO 21635:2018)
Minimum yield
strength
(0.2 % offset)
N/mm2
|
Tensile
strength
N/mm2
|
Minimum
elongation
% at
5.65√S0
|
400
|
800 to
970
|
22.0
|
(Note the impact test requirements as specified in table 6.3 of the IGC
Code or table 7.3 of the IGF Code, as relevant)
Table 3: Typical mechanical properties for "As welded
condition"
Tensile properties
|
Minimum yield
strength
(0.2 % offset)
N/mm2
|
Minimum
tensile strength
N/mm2
|
Minimum
elongation
% at
5.65√S0
|
400
|
660
|
22.0
|
(Note the impact test requirements as specified in table 6.3 of the IGC
Code or table 7.3 of the IGF Code, as relevant)
7 Welding of metallic materials and non-destructive testing
Welding of metallic materials and non-destructive testing should be in
accordance with chapter 6 of the IGC Code or chapter 16 of the IGF Code. See "Material
testing requirements and test acceptance criteria" as set out in the appendix.
Typical minimum values of yield and tensile strength for welded conditions are shown
in table 3.
8 Material testing and acceptance criteria
The material testing and applied acceptance criteria should be in
accordance with chapter 6 of the IGC Code or chapter 16 of the IGF Code and the appendix.
Compliance should also be documented in accordance with the material testing
requirements and acceptance criteria outlined in the appendix.
9 Manufacturer approval scheme
Approval of the manufacturer should be carried out in accordance with
section 6.2.2 of the IGC Code or section 16.1.1 of the IGF Code and to the
satisfaction of the Administration.