The mechanical properties form the core performance criteria for Q355B I-beams, as specified in GB/T 1591-2018 and the sectional dimension standard GB/T 706-2016 (for hot-rolled sections). The most critical properties are Yield Strength (ReH or Rp0.2), Tensile Strength (Rm), Elongation after Fracture (A), and Impact Toughness (KV2 at 20°C for Grade B). Yield strength is the stress at which the material begins to deform plastically; for Q355B, the minimum yield strength is 355 MPa but only for nominal thicknesses ≤ 16mm. It's crucial to note that the minimum yield strength decreases for larger thicknesses due to slower cooling rates during rolling, which results in a coarser microstructure. For example, for thicknesses >16 to 40mm, it's ≥ 345 MPa; >40 to 63mm, ≥ 335 MPa; >63 to 80mm, ≥ 325 MPa; >80 to 100mm, ≥ 315 MPa; >100 to 150mm, ≥ 305 MPa; and >150 to 250mm, ≥ 285 MPa. Tensile strength (Rm) must be between 470 to 630 MPa for all thickness ranges up to 250mm, ensuring a sufficient margin above yield strength. Elongation (A), measured on a standard test piece, is typically ≥ 20-22% (depending on thickness and test piece type), indicating good ductility. For Q355B, Charpy V-notch impact energy at +20°C must be ≥ 34J. These properties are verified through destructive testing of samples taken from the web or flange of the I-beam.
*Table: Key Mechanical Properties of Q355B Steel (GB/T 1591-2018)*
| Thickness t (mm) | Yield Strength ReH min (MPa) | Tensile Strength Rm (MPa) | Elongation A min (%)* | Impact Energy (KV2) at +20°C min (J) |
|---|---|---|---|---|
| t ≤ 16 | 355 | 470 - 630 | 22 | 34 |
| 16 < t ≤ 40 | 345 | 470 - 630 | 22 | 34 |
| 40 < t ≤ 63 | 335 | 470 - 630 | 21 | 34 |
| 63 < t ≤ 80 | 325 | 470 - 630 | 20 | 34 |
| 80 < t ≤ 100 | 315 | 470 - 630 | 20 | 34 |
| 100 < t ≤ 150 | 305 | 470 - 630 | 19 | 34 |
| 150 < t ≤ 250 | 285 | 450 - 600 | 19 | 34 |
| **Based on longitudinal test piece (Lo=5.65√So). Values may differ for rectangular sections per GB/T 706.* |



















