Abstract
Cold-formed steels are commonly used in construction applications. However, there is a lack of understanding on its post-fire mechanical properties. This paper presents an experimental investigation on post-fire mechanical properties of cold-formed steels. The test specimens were cut from flat portion and corners of cold-formed channel sections, which were exposed to temperatures ranging from ambient temperature to 800 °C, and then cooled with water and air. The specimens are of grade Q235, with section thicknesses of 1 mm and 2 mm. The stress-strain curves and mechanical properties of the specimens were obtained from tensile coupon tests. Test results of post-fire mechanical properties are presented. Moreover, evolution of microstructure and fracture morphology of specimens with different cooling methods were examined. Finally, predictive equations are proposed for evaluating the post-fire mechanical properties of Q235 cold-formed steel channel sections.
| Original language | English |
|---|---|
| Article number | 106651 |
| Journal | Thin-Walled Structures |
| Volume | 150 |
| DOIs | |
| Publication status | Published - May 2020 |
| Externally published | Yes |
Keywords
- Cold forming process
- Cold-formed steel
- Mechanical properties
- Microstructure
- Post-fire
- Tensile coupon tests
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanical Engineering