SS400 vs SM400: Why Japan’s Two “Same-Strength” Structural Steels Are Not Interchangeable

SS400 vs SM400: Why Japan’s Two “Same-Strength” Structural Steels Are Not Interchangeable

SS400 and SM400 both deliver 400–510 MPa tensile strength, yet specifying the wrong one for a welded structure can invalidate your welding procedure, fail a government inspection, or cause a hydrogen-induced crack weeks after fabrication. This guide explains the difference — and what to order when sourcing outside Japan.

Note for International Readers: JIS vs. Global Standards

Both SS400 and SM400 are JIS designations. They do not appear by these names in ASTM, EN, or DIN catalogs. The equivalence is more nuanced than a simple 1-to-1 mapping, because the distinction between the two grades — guaranteed weldability — is handled differently in Western standards.

How to Read These JIS Codes

GradeCode BreakdownMeaning
SS400SS = Structural Steel; 400 = min. tensile strength (MPa)General structural rolled steel — no composition or weldability guarantee
SM400SM = Steel for Marine/welded structure; 400 = min. tensile (MPa); A/B/C = impact gradeWeldable structural rolled steel — carbon and Ceq controlled

Grade Equivalents Overview

Important: The SS400 vs SM400 distinction does not map cleanly to a single ASTM or EN grade In Western practice, weldability is typically managed through Welding Procedure Specifications (WPS) and qualified welding procedures, not by material specification alone. JIS takes a different approach: SM400 guarantees a maximum Carbon Equivalent (Ceq), giving the fabricator a documented basis for preheat-free welding without separate WPS qualification. This structural difference makes direct equivalence tricky.
JIS GradeASTM (USA)EN (Europe)Key CharacteristicMatch Type
SS400A36S235JR / S275JRNo carbon or Ceq limit; weldability not guaranteed by specNearest Equivalent
SM400AA36S275JRC ≤ 0.23%; Ceq not specified; light weldability improvementNearest Equivalent
SM400B ★A572 Gr.42 / A36 + Ceq controlS275JR (with EN Ceq)Ceq ≤ 0.36%; impact at 0°C / 27 J; standard fabrication gradeNearest Equivalent
SM400CA572 Gr.42 + impact supplementS275J0 / S275J2Ceq ≤ 0.36%; impact at −5°C / 47 J; cold-climate gradeNearest Equivalent
SN400B (ref.)A992S275 seismicYield-to-tensile ratio controlled; seismic useNearest Equivalent
SMA400 (ref.)A588S355J0WPWeathering steel; unpainted bridgesNearest Equivalent

The Carbon Equivalent (Ceq) — The Core Difference

The key metric that separates SM400 from SS400 is the Carbon Equivalent (Ceq), calculated as:

Ceq = C + Mn/6 + (Cr+Mo+V)/5 + (Cu+Ni)/15
A higher Ceq means higher susceptibility to hydrogen-induced cracking (cold cracking) in the heat-affected zone (HAZ). SM400B/C guarantees Ceq ≤ 0.36%, which is the threshold commonly used to justify preheat-free welding for thicknesses up to 25 mm.

How Ceq Compares Across Standards

GradeCeq limitPractical meaning
SS400Not specifiedCannot guarantee preheat-free welding; Ceq may exceed 0.45%
SM400B / SM400C≤ 0.36%Documented basis for preheat-free welding; WPS can be written with confidence
ASTM A36~0.40–0.45% (not in spec; inferred from C + Mn limits)Weldable in practice, but Ceq is not a guaranteed deliverable
EN S275JR≤ 0.45% (t ≤ 40 mm)More permissive than SM400B; preheat may still be needed for thick sections
Sourcing SM400B outside Japan: there is no direct drop-in equivalent. If you need the specific guarantee of Ceq ≤ 0.36% in writing, you must either: (a) source from a Japanese or Korean mill that produces SM400B, or (b) specify ASTM A36 or A572 Gr.42 with a supplementary requirement for maximum Ceq ≤ 0.36% (Supplementary Requirement S78 in ASTM, or equivalent). Simply ordering “A36” does not deliver SM400B’s weldability guarantee. In Europe, specify EN S275JR with additional CEV requirement per EN 10025 Table 1A.

1. Grade Codes and Standard Positioning

ItemSS400SM400ASM400BSM400C
JIS StandardG 3101G 3106
Standard nameGeneral structural rolled steelRolled steels for welded structure
Composition specified?NoPartial (C, P, S)Yes (C, Mn, P, S, Ceq)Yes (C, Mn, P, S, Ceq)
Weldability guaranteed?NoLimitedYesYes
Impact test required?NoNo0°C, ≥27 J−5°C, ≥47 J

2. Composition and Mechanical Properties — Same Numbers, Different Guarantees

Element / PropertySS400SM400ASM400BSM400C
C (Carbon) %Not specified≤ 0.23≤ 0.20≤ 0.18
Mn (Manganese) %Not specified≥ 2.5×C%0.60–1.400.60–1.40
P (Phosphorus) %≤ 0.050≤ 0.035≤ 0.035≤ 0.035
S (Sulfur) %≤ 0.050≤ 0.035≤ 0.035≤ 0.035
Ceq %Not specifiedNot specified≤ 0.36≤ 0.36
Tensile strength (MPa)400–510400–510400–510400–510
Yield point (t ≤ 16 mm)≥ 245 MPa (36 ksi)≥ 245 MPa≥ 245 MPa≥ 245 MPa
Charpy impact testNot requiredNot required0°C, ≥ 27 J (20 ft·lbf)−5°C, ≥ 47 J (35 ft·lbf)

Sources: JIS G3101:2015, JIS G3106:2017

3. Three Situations Where SS400 Causes Real Problems

Situation 1: Thick-plate welded structures (t > 16 mm)

When welding plates thicker than 16 mm (0.63 in), the carbon content and heat input must be controlled to prevent HAZ cold cracking. Because SS400 has no carbon upper limit, the Welding Procedure Specification (WPS) cannot be written with a clear basis for eliminating preheat. A mill certificate saying “SS400” tells you nothing about whether Ceq is 0.30% or 0.48% — and the difference determines whether you need to preheat to 50°C or 150°C (122°F or 302°F).

Situation 2: Government-specified and structural-permit work

In Japan, bridges, buildings requiring confirmation (建築確認), and public infrastructure typically mandate SM-series or SN-series steel by specification. Submitting SS400 mill sheets for an SM400B requirement will fail the acceptance inspection — regardless of the actual tensile properties.

Situation 3: Overseas procurement and third-party inspection

When sourcing internationally, SS400’s undefined carbon spec allows carbon contents above 0.28% from some producers. If a weld cracking incident occurs, the absence of Ceq documentation creates a grey area for liability. SM400B’s Ceq ≤ 0.36% is verifiable from the mill certificate and provides a clear chain of quality evidence.

4. SM400B and the Ceq Guarantee — The Basis for Preheat-Free Welding

SM400A vs SM400B vs SM400C — Which to Specify?

GradeTypical use caseDistinguishing feature
SM400ALight indoor structures, ambient temperature, light weldingC ≤ 0.23%; no Ceq, no impact guarantee. Rare in practice.
SM400B ★ StandardGeneral fabricated structures, building frames, industrial equipmentCeq ≤ 0.36%; 0°C impact test. The de facto standard for welded structural steel in Japan.
SM400CCold-climate construction (Hokkaido), LNG-adjacent structures, important weldmentsCeq ≤ 0.36%; −5°C / 47 J (35 ft·lbf) impact. More demanding impact requirement than B.

5. Substitution Possibility Matrix

Substitution directionOK?Basis
SS400 → SM400B◎ YesSM400B is a functional upgrade; no restrictions
SM400B → SS400 (bolted, ambient, no impact)△ ConditionalOnly if: no welding, ambient temperature, no impact loading — and documented approval from the designer
SM400B → SS400 (welded structure)✕ NoJIS G3106 weldability requirement cannot be met with SS400
SM400B → SM400A△ ConditionalAmbient, light welding, no impact requirement only
SM400B → SN400B○ Yes (over-specified)SN400B adds yield-ratio control for seismic use; functionally compatible but overkill for non-seismic work

6. Procurement and Design Checklist

For designers:

  • Does the part have any welded joints? → If yes, specify SM400B as a minimum
  • Is plate thickness > 16 mm (0.63 in)? → Verify Ceq on mill certificate
  • Is the part used in temperatures below 0°C (32°F)? → Specify SM400B or SM400C
  • Is this a public works or building-permit project? → Check whether SM or SN material is mandated
  • Is there a possibility of overseas procurement? → Make SM400B (or equivalent with Ceq ≤ 0.36%) a contractual requirement

For procurement / purchasing:

  • When SS400 is specified: confirm whether welding is involved before placing the order
  • For SM400B/C: verify the Ceq value on the mill certificate before accepting delivery
  • When substituting from stock: obtain written designer approval before using SS400 in place of SM400B
  • For overseas-sourced material: require individual heat analysis and Ceq documentation, not just tensile certification
  • Provide separate line items in quotations when spec differences affect price

7. JIS and International Standard Cross-Reference

MaterialJIS StandardTensile (MPa)Ceq controlled?Impact testTypical application
SS400G 3101400–510NoNoNon-welded, general purpose
SM400AG 3106400–510NoNoLight welded, ambient
SM400BG 3106400–510Yes (≤0.36%)0°C / 27 JStandard welded structures
SM400CG 3106400–510Yes (≤0.36%)−5°C / 47 JCold-climate structures
SN400BG 3136400–510YesYesSeismic structural steel
SMA400G 3114400–510YesYesWeathering steel, unpainted bridges
ASTM A36ASTM A36M400–550No (≤0.45% inferred)NoGeneral structural (USA)
EN S275JREN 10025-2370–530Yes (≤0.45%)20°C / 27 JGeneral structural (Europe)
EN S275J0EN 10025-2370–530Yes (≤0.43%)0°C / 27 JLow-temp structural (Europe)

Sources: JIS G3101:2015, JIS G3106:2017, JIS G3136:2012, ASTM A36/A36M-19, EN 10025-2:2019

8. Application Guide: Which Grade to Specify

ApplicationRecommended gradeReason
Bolted frame or base (no welding)SS400 (≈ A36)Weldability guarantee not needed; lowest cost
Thin plate (t ≤ 6 mm), light weldingSS400Low C content effect at thin gauges; acceptable in practice
Thick plate (t > 16 mm), weldedSM400BCeq guarantee essential for HAZ crack prevention
Building frame (permit required)SM400B / SN400BSpecification mandate; SM400B is minimum
Bridge or public worksSM400B / SM400CPublic specification requirement
Outdoor or cold-climate (-5°C and below)SM400B or SM400CImpact value required at low temperature
Overseas-sourced materialSM400B equivalent with Ceq ≤ 0.36% documentedPrevents undocumented high-C heats from entering the supply chain
Seismic design structureSN400B / SN400CYield-to-tensile ratio control required for ductile seismic behavior

Summary

  • SS400 and SM400 have identical tensile strength (400–510 MPa) and yield point (≥245 MPa) — the difference is entirely in composition control and weldability guarantees.
  • SS400 specifies no carbon content or Ceq, making it unsuitable as a basis for preheat-free welding in thick-plate or structural applications.
  • SM400B guarantees Ceq ≤ 0.36% and 0°C impact (27 J), providing a documented, verifiable basis for weld procedure qualification. SM400B is the practical standard for fabricated welded structures in Japan.
  • The first design decision: “Is there welding?” → Yes → SM400B minimum. No → SS400 is acceptable.
  • SM400B ≠ A36. ASTM A36 is the nearest equivalent but does not guarantee Ceq ≤ 0.36% by specification. For overseas procurement matching SM400B, explicitly require maximum Ceq ≤ 0.36% on the purchase order.
  • Substituting SM400B → SS400 for a welded structure is not acceptable under Japanese JIS practice, even if the actual tensile properties are the same.
  • Mill certificate (ミルシート) verification is mandatory, especially for overseas-sourced material — tensile strength alone does not confirm Ceq compliance.

Original article (Japanese): SS400とSM400について調べてみた — tasuichi.jp

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