Steel · Structural steel · isotropic
S355
EN 10025-2 · hot rolled, non-alloy
S355 is a structural steel to EN 10025-2. Its minimum yield strength is 355 MPa up to 16 mm thick and falls in steps to 295 MPa at 100–150 mm. E = 210 GPa, ν = 0.3 and α = 12 × 10⁻⁶/K (design values).
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Elastic constants
isotropic| Symbol | Property | Value | Unit | Basis | Ref. |
|---|---|---|---|---|---|
| E | Young's modulus | 210 | GPa | design | [1] |
| G | Shear modulus ⓘ EN 1993-1-1 3.2.6: G = E/(2(1 + ν)) ≈ 81 000 MPa | 81 | GPa | design | [1] |
| ν | Poisson's ratio | 0.3 | – | design | [1] |
| K | Bulk modulus K = E / 3(1 − 2ν) | 175 | GPa | derived | — |
| λ_L | Lamé constant λ_L = Eν / (1 + ν)(1 − 2ν) | 121.2 | GPa | derived | — |
| c₀ | Bar wave speed c₀ = √(E/ρ) | 5172 | m/s | derived | — |
Physical, thermal and electrical
at 20 °C| Symbol | Property | Value | Unit | Basis | Ref. |
|---|---|---|---|---|---|
| α | Coefficient of thermal expansion ⓘ up to 100 °C | 12 | 10⁻⁶/K | design | [1] |
| ρ | Density ⓘ independent of temperature (EN 1993-1-2 3.2.2) | 7850 | kg/m³ | design | [3] |
| λ | Thermal conductivity ⓘ λ_a = 54 − 3.33×10⁻²·θ at θ = 20 °C | 53.33 | W/(m·K) | derived | [3] |
| c_p | Specific heat capacity ⓘ c_a = 425 + 0.773θ − 1.69×10⁻³θ² + 2.22×10⁻⁶θ³ at θ = 20 °C | 439.8 | J/(kg·K) | derived | [3] |
| a | Thermal diffusivity a = λ / (ρ·c_p) | 15.45 | mm²/s | derived | — |
Strength
a band applies up to and including its upper limit| Property | t ≤ 16 | 16–40 | 40–63 | 63–80 | 80–100 | 100–150 | Basis | Ref. |
|---|---|---|---|---|---|---|---|---|
| f_y Yield strength (R_eH / R_p0.2) MPa | 355 | 345 | 335 | 325 | 315 | 295 | min | [2] |
| f_u Tensile strength (R_m) MPa | 470 | 470 | 470 | 470 | 470 | 450 | min | [2] |
| f_u,max Tensile strength, upper limit MPa | 630 | 630 | 630 | 630 | 630 | 600 | min | [2] |
| f_y (T3.1) Yield strength, EN 1993-1-1 Table 3.1 MPa | 355 | 355 | 335 | 335 | — | — | nominal | [1] |
| f_u (T3.1) Tensile strength, EN 1993-1-1 Table 3.1 MPa | 490 | 490 | 470 | 470 | — | — | nominal | [1] |
| Symbol | Property | Value at t = 16 mm | Unit | Basis | Ref. |
|---|---|---|---|---|---|
| f_y | Yield strength (R_eH / R_p0.2) ⓘ R_eH, minimum, by nominal thickness | 355 | MPa | min | [2] |
| f_u | Tensile strength (R_m) ⓘ R_m lower limit; the 100 mm band starts at 3 mm | 470 | MPa | min | [2] |
| f_u,max | Tensile strength, upper limit ⓘ R_m upper limit of the range | 630 | MPa | min | [2] |
| f_y (T3.1) | Yield strength, EN 1993-1-1 Table 3.1 | 355 | MPa | nominal | [1] |
| f_u (T3.1) | Tensile strength, EN 1993-1-1 Table 3.1 | 490 | MPa | nominal | [1] |
Properties against temperature
20–1200 °CSign in with a free account to see this section.
Sign inNonlinear material models
for FE analysisSign in with a free account to see this section.
Sign inFatigue strength curves
direct stress rangesSign in with a free account to see this section.
Sign inNotes
- EN 1993-1-1 3.2.1 lets the design take f_y = R_eH and f_u = R_m,min from EN 10025-2, or the simplified values of its Table 3.1; the National Annex may choose.
Sources
every value names one- EN 1993-1-1:2005, Eurocode 3 — Design of steel structures — General rules, 3.2.6 and Table 3.1Copies checked: 1
- EN 10025-2:2019, Hot rolled products of structural steels — Part 2: non-alloy structural steelsCopies checked: 1
- EN 1993-1-2:2005, Eurocode 3 — Structural fire design, 3.2.1 (Table 3.1), 3.2.2 (Figure 3.1) and 3.4.1 (thermal properties of steel)Copies checked: 1, 2, 3
min product standard minimum char characteristic design code value for design typical datasheet or textbook derived worked out here, formula shown
Cite this page
for reports and papersBadgerMecX Materials (2026). S355 — material properties, EN 10025-2. Library v1.1.0, record steel-s355. https://badgermecx.com/materials/steel-s355/ (accessed 2026-10-08).
@misc{badgermecx_steels355,
title = {S355 -- material properties, EN 10025-2},
author = {{BadgerMecX Materials}},
year = {2026},
note = {Library v1.1.0, record steel-s355},
url = {https://badgermecx.com/materials/steel-s355/}
}