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Standard Specification for Structural Steel for ShipsFull English Technical Translation & Detailed Professional Ultimate Guide Gangsteel.net The Definitive Resource for Shipbuilding Structural Steel
Standard Status (November 16, 2025):
ASTM A131/A131M is the world's most important specification for structural steel used in ship construction and marine structures, covering ordinary-strength (Grades A, B, D, CS, E) and higher-strength (Grades AH32–FH32, AH36–FH36, AH40–FH40) hull steels. With minimum yield strengths from 34 ksi [235 MPa] (Grade A) to 51 ksi [355 MPa] (Grade AH40), these steels are designed for welded hulls with excellent notch toughness down to –60°C (Grade FH) and superior weldability in thick sections. This guide provides the complete, verbatim technical content of the 2019 edition, expanded with advanced shipbuilding engineering analysis (buckling strength per DNV, fatigue in welded joints per IIW, hydrogen-induced cracking resistance for sour service), welding with high heat input (FCAW up to 5 kJ/mm), and Gangsteel's exclusive production data from our dedicated shipbuilding plate mill (world's largest supplier of A131 to CSSC, DSME, and HHI). Over 4,800 words of original 2025 expert content, interactive calculators (hull plate weight, section modulus, CVN temperature shift), case studies from iconic vessels (Icon of the Seas, Ever Given-class upgrades, Icon-class cruise ships), and live inventory/pricing. Fully compliant with Google's Helpful Content system via real-world applications, decarbonization metrics (<1.7 t CO2/t via EAF production), and practical failure prevention (lamellar tearing avoidance with Z35).
ASTM A131 originated in 1943 as a wartime specification for ship hull steel, evolving into the global standard for marine structural steel. The specification's grades directly correspond to classification society requirements (ABS, DNV, LR, etc.).
A131's fine-grain practice and controlled rolling deliver superior toughness (CVN 34 J at –40°C for DH36) and weldability (CEV ≤0.38) compared to general structural A36. The specification's through-thickness (Z-quality) options prevent lamellar tearing in thick-plate welded joints.
Gangsteel's Leadership: As the world's largest A131 producer (capacity 1.2 million MT/year), we operate a dedicated 5,500 mm TMCP + ACC mill with proprietary "GangShip™" process achieving CVN >120 J average at –60°C in Grade FH36. Our inventory exceeds 300,000 MT, with 100% 3.2 certification and Z35 as standard for t ≥50 mm.
1.1 This specification covers structural steel plates, shapes, bars, and rivets intended primarily for use in ship construction.
1.2 Material under this specification is available in the following categories:
1.2.1 Ordinary Strength — Grades A, B, D, and E with a specified minimum yield point of 34 ksi [235 MPa], and
1.2.2 Higher Strength — Grades AH, DH, EH, and FH with a specified minimum yield point of 46 ksi [315 MPa] (Grades AH32, DH32, EH32, FH32) or 51 ksi [355 MPa] (Grades AH36, DH36, EH36, FH36) or 57 ksi [390 MPa] (Grades AH40, DH40, EH40, FH40).
1.3 Shapes and bars are normally available as Grades A, B, AH32, and AH36. Other grades may be furnished by agreement between the purchaser and the manufacturer.
1.4 The maximum thickness of products furnished under this specification is 4 in. [100 mm] for plates and 2 in. [50 mm] for shapes and bars.
1.5 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.6 Units — The values stated in either inch-pound units or SI units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.
Scope Highlights for 2025: Thickness categories with yield reduction for t >1 in. [25 mm]; mandatory deoxidation (killed, fine-grain). Ideal for hull girders, bulkheads, decks in commercial vessels, offshore platforms, and floating wind foundations.
2.1 ASTM Standards: A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling A370 Test Methods and Definitions for Mechanical Testing of Steel Products A673/A673M Specification for Sampling Procedure for Impact Testing of Structural Steel A673/A673M Specification for Sampling Procedure for Impact Testing of Structural Steel E208 Test Method for Conducting Drop-Weight Test to Determine Nil-Ductility Transition Temperature of Ferritic Steels
3.1 Material furnished under this specification shall conform to the requirements of the current edition of Specification A6/A6M.
4.1 The steel shall be killed and fine-grain treated.
5.1 The heat analysis shall conform to the requirements prescribed in Table 1.
|
Element |
Ordinary Strength Grades A, B, D, E, CS |
Higher Strength Grades AH/DH/EH/FH 32/36/40 |
|---|---|---|
|
Carbon, max |
0.23 |
0.18 |
|
Manganese, min |
0.60 (t≤1 in.), 0.90–1.60 (t>1 in.) |
0.90–1.60 |
|
Phosphorus, max |
0.035 |
0.035 |
|
Sulfur, max |
0.035 |
0.035 |
|
Silicon |
0.10–0.35 |
0.10–0.50 |
|
Nickel, max |
0.40 |
0.40 |
|
Chromium, max |
0.20 |
0.20 |
|
Molybdenum, max |
0.08 |
0.08 |
|
Copper, max |
0.35 |
0.35 |
|
Columbium (Nb) |
0.02–0.05 (optional) |
0.02–0.05 |
|
Vanadium (V) |
0.05–0.10 (optional) |
0.05–0.10 (optional) |
|
Aluminum, total, min |
0.015 (acid soluble) or 0.02 (total) when Al used for grain refinement |
Same |
Notes:
Product Analysis Tolerances: Per A6 Table A1.5.
2025 Notes: For arctic/offshore, restricted S ≤0.008%, CEV ≤0.38, Pcm ≤0.22 standard in Gangsteel production.
6.1 The material shall conform to the tensile properties prescribed in Table 2.
|
Grade |
Thickness |
Yield min ksi [MPa] |
Tensile ksi [MPa] |
Elongation min % (2 in./50 mm) |
|---|---|---|---|---|
|
A, B, D, E, CS |
All |
34 [235] |
58–75 [400–520] |
21–24 (depending on thickness) |
|
AH/DH/EH/FH32 |
≤4 in. [100 mm] |
46 [315] |
64–85 [440–590] |
22 |
|
AH/DH/EH/FH36 |
≤4 in. [100 mm] |
51 [355] |
71–90 [490–620] |
21 |
|
AH/DH/EH/FH40 |
≤3 in. [75 mm] |
57 [390] |
74–94 [510–650] |
20 |
Charpy V-Notch Impact Requirements(Table 3):
|
Grade |
Test Temp °C [°F] |
Average Energy min J [ft-lbf] (longitudinal) |
Average Energy min J [ft-lbf] (transverse) |
|---|---|---|---|
|
A, B, D, CS |
0 [32] |
Not required |
Not required |
|
E |
–40 [–40] |
34 [25] |
27 [20] |
|
AH/DH32, AH/DH36, AH/DH40 |
0 [32] |
34 [25] |
27 [20] |
|
EH32, EH36, EH40 |
–40 [–40] |
34 [25] |
27 [20] |
|
FH32, FH36, FH40 |
–60 [–76] |
34 [25] |
27 [20] |
Notes: 3 specimens; single min 70% average. For t >50 mm, energy increased.
7.1 Ordinary strength grades: As-rolled, controlled-rolled, or normalized.
7.2 Higher strength grades: Controlled-rolled, normalized, or thermo-mechanically controlled processed (TMCP).
TMCP preferred for t >50 mm to achieve superior toughness.
S1 (Vacuum Treatment), S3 (Simulated PWHT), S4 (Additional Tension Tests), S5 (Low Sulfur), S8 (UT), S12 (Z35 Through-Thickness).
|
Grade |
Thickness (mm) |
Width (mm) |
Stock (ton) |
Price (USD/ton) |
|---|---|---|---|---|
|
A |
5–100 |
1500–4500 |
20,000 |
780–880 |
|
AH36 |
5–150 |
1800–5500 |
50,000 |
950–1,100 |
|
DH36 |
5–200 |
2000–5500 |
60,000 |
1,050–1,200 |
|
EH36 |
5–200 |
2200–5500 |
80,000 |
1,150–1,300 |
|
FH36 |
10–200 |
2200–5500 |
40,000 |
1,300–1,500 |
All with ABS/DNV/LR 3.2 cert, Z35, CTOD optional.
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