Sub-zero temperature mechanical properties of cold-rolled steel sheets

被引:22
作者
Rokilan, M. [1 ]
Mahendran, M. [1 ]
机构
[1] Queensland Univ Technol QUT, Brisbane, Qld, Australia
基金
澳大利亚研究理事会;
关键词
Cold-rolled steel sheets; Cold-formed steel sections; Mechanical properties; Sub-zero temperatures; Two-stage stress-strain model; STRENGTH; GALVANIZATION;
D O I
10.1016/j.tws.2020.106842
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cold-formed steels are replacing conventional building materials in many building applications due to the many benefits including lightweight and low cost of construction. Recent research has focused on the fire resistance of cold-formed steel (CFS) construction at material and member levels and advanced the knowledge of their fire performance significantly. However, the performance of CFS members at sub-zero temperatures has not been investigated. Although several studies have been conducted on the mechanical properties of other types of steel at sub-zero temperatures, no studies have been conducted on sub-zero temperature mechanical properties of thin cold-formed steels. In this research, low and high strength cold-rolled steel sheets were tested in the temperature range of 20 to -70 degrees C to determine their sub-zero temperature mechanical properties. Predictive equations are proposed for yield strength, Young's modulus, upper yield strength, ultimate strength and stress at 2% total strain using the experimental results. Finally, suitable stress-strain models are recommended for the prediction of sub-zero temperature stress-strain curves and their use in numerical studies.
引用
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页数:16
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