Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads

被引:4
|
作者
Chen, Minghui [1 ]
Yan, Jia-Bao [1 ]
机构
[1] Tianjin Univ, Sch Civil Engn, Key Lab Coast Civil Struct Safety, Minist Educ, Tianjin 300350, Peoples R China
基金
中国国家自然科学基金;
关键词
Stainless steel; Eccentric compression; Compression test; Low temperature; Steel tubes; Cold region; MECHANICAL-BEHAVIOR; SECTIONS; COLUMNS; MEMBERS; DESIGN; SHIPS; SHS;
D O I
10.1016/j.jcsr.2023.108218
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To promote the applications of stainless-steel square hollow tubes (SSHTs) in cold regions, the low-temperature eccentric compression behaviours of SSHTs were investigated. Twelve SSHTs were tested at four eccentricity ratios (e/r) of 0, 0.33, 0.72, and 1.00 and four low temperatures (T) of 20, -30, -60, and - 80 degrees C. Test results showed that inward and outward plastic local buckles alternatively took place in the axially-loaded SSHTs at ambient/low temperatures, and inward plastic local buckles occurred to the cross-sectional compression tip of eccentrically-loaded SSHTs. Low temperatures improve the load carrying capacity of SSHTs subjected to compression. Reducing low temperature increased the ultimate bending resistances of SSHTs. Increasing the e/r generally reduces the yielding and ultimate loads of SSHTs. Different code prediction equations were used to estimate eccentric-compression capacities of SSHTs at low temperatures. Validations showed that the SEI/ ASCE802, EC3, and ANSI were conservative to predict N-M interactions of SSHTs subjected to low-temperature eccentric compression.
引用
收藏
页数:14
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