ELEVATED TEMPERATURE MECHANICAL PROPERTIES OF COLD-ROLLED STEEL SHEETS AND COLD-FORMED STEEL SECTIONS

Cold-formed steel (CFS) is increasingly used in building construction in many countries due to its lightweight and fast and easy construction characteristics. However, its fire resistance is not well understood, which may restrict its applications. For fire design purposes, a good understanding of the elevated temperature mechanical properties of CFS is essential. Although several useful studies have been conducted on the mechanical properties of CFS, the elevated temperature reduction factors vary significantly among them while no predictive equation is available to calculate the proportional limit stress of CFS at elevated temperatures. Moreover, they also show significant variations between the elevated temperature reduction factors of cold-rolled steel sheets and CFS sections. In this study, low and high strength cold-rolled steel sheets, high strength CFS sections and high strength CFS decks used in composite construction, were tested in the temperature range of 20-700 degrees C under isothermal conditions to determine the reductions in their mechanical properties. Predictive equations in AS/NZS 4600 (SA 2018) for yield stress and Young's modulus were verified, and a new predictive equation for ultimate stress and a two-step stress-strain model were proposed.