High-temperature creep deformations and rupture critically affect the fire response of high-strength structural steel (HSSS) structures. Limited data exist on the influence of temperature and stress on creep behavior in HSSS used in construction. This study presents an experimental investigation of temperature-induced creep in Q550, Q690, and Q890 steels commonly employed in structural members. Creep tests were conducted at various stress levels within the 550–700 °C range, a temperature span commonly encountered in fire-exposed structures. The results show that temperature and stress strongly influence creep deformations in HSSSs. At high temperatures, all three HSSSs fail by ductile fracture, characterized by pronounced plastic elongation and necking. A critical temperature exists for each stress level, below which creep is confined to the primary and secondary stages; above this temperature, HSSSs enter tertiary creep, ultimately leading to rupture. The creep mechanisms and damage modes of HSSSs are strongly temperature dependent. Below 650 °C, creep is dominated by dislocation-controlled mechanisms with damage mainly from void growth, whereas at temperatures above 650 °C, creep transitions to diffusion- or grain-boundary-dominated processes accompanied by accelerated damage evolution and reduced creep resistance.
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