Behaviour of three types of stainless steel after exposure to elevated temperatures

被引:52
|
作者
Tao, Zhong [1 ]
Wang, Xing-Qiang [1 ,2 ]
Hassan, Md Kamrul [1 ]
Song, Tian-Yi [3 ]
Xie, Li-An [4 ]
机构
[1] Western Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, Australia
[2] Shandong Polytech, Dept Civil Engn, Jinan 250104, Shandong, Peoples R China
[3] Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
[4] Shanxi Transportat Res Inst, 79 Xuefu St, Taiyuan 030006, Shanxi, Peoples R China
基金
澳大利亚研究理事会;
关键词
Stainless steel; Post-fire; Mechanical behaviour; Stress-strain models; Fracture; STRESS-STRAIN CURVES; STRENGTH; MODEL; DESIGN;
D O I
10.1016/j.jcsr.2018.02.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Extensive studies have been conducted in the past to investigate the behaviour of stainless steel at ambient and elevated temperatures. In contrast, little information is available on its post-fire behaviour. In the present study, tensile tests were conducted on three types of stainless steel (i.e., austenitic, duplex and ferritic alloys) to determine their full-range stress-strain curves. Coupons extracted from the original sheet materials and the flat parts of square hollow sections were heated to various temperatures up to 1200 degrees C and then cooled down to room temperature. The effects of temperature on different mechanical properties, including the elastic modulus, yield stress, ultimate strength, ultimate strain and strain hardening exponent, are analysed. Based on regression analysis, suitable modifications are made to an existing stress-strain model proposed by the authors for austenitic stainless steel in an earlier paper. After the modifications, the revised model can be applied to evaluate the post-fire behaviour of all the three types of stainless steel. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:296 / 311
页数:16
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