Ultra-high strength steel (UHSS) has extensive application prospects in building structures due to its excellent mechanical properties. Because of the cold-forming process, the mechanical properties of the corner portion differed from those of the flat portion. However, research on the mechanical properties of the corner and flat portions of cold-formed UHSS sections at low and elevated temperatures was very limited. Therefore, the steady-state test was employed to investigate the mechanical properties and constitutive models of the Q1200 UHSS corner and flat couple specimens at low and elevated temperatures. The target temperatures set in this study were −80 °C, −60 °C, −40 °C, −20 °C, 20 °C, 200 °C, 300 °C, 400 °C, and 500 °C. After the steady-state test, the failure modes, fracture surfaces, stress-strain curves, and key mechanical parameters of the Q1200 UHSS corner and flat couple specimens at different temperatures were obtained. In addition to increasing the elastic modulus of the corner specimen by more than 10 %, the effect of low temperature on the mechanical properties of the flat and corner specimens was within 10 %. The strength properties of Q1200 UHSS decreased with increasing elevated temperature, but the ductility properties increased with increasing elevated temperature. Remarkably, the ultimate strength of the flat and corner specimens at 200 °C increased by 5 % and 2 %, respectively. At 500 °C, the strength properties decreased by more than 60 %. The low- and elevated-temperature reduction factors of yield strength, ultimate strength, and elastic modulus of different structural steels obtained from recent studies and current codes were compared with those of the Q1200 UHSS. Based on the experimental results, predictive formulae for the key mechanical parameters of Q1200 UHSS corner and flat specimens at low and elevated temperatures were proposed. Furthermore, constitutive models of Q1200 UHSS corner and flat specimens at different temperatures with strains less than the ultimate strain were developed. The proposed predictive formulae and constitutive models provided an important basis for the structural analysis and design of cold-formed Q1200 UHSS structures in low- and elevated-temperature environments.
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