Experimental and numerical investigation into the load-carrying capacity of aluminium alloy H-sectional stocky columns under axial compression

被引:18
|
作者
Li, Pengcheng [1 ]
Chen, Guohan [1 ]
Qiu, Jianyue [2 ]
Qian, Jianghua [2 ]
Ding, Dangsheng [2 ]
Jian, Bin [1 ]
Zhang, Xiaoyue [1 ]
Xiong, Gang [1 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Fourth Construct Co Ltd China Construct Eighth Eng, Qingdao 266100, Shandong, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Aluminium alloys; Continuous strength method; Stocky column; Axial compression; Load -carrying capacity; CONTINUOUS STRENGTH METHOD; BUCKLING BEHAVIOR; DESIGN; BEAMS;
D O I
10.1016/j.jobe.2024.108777
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aluminium alloys are being increasingly used in practical engineering as lightweight and highperformance building materials. An H-sectional stocky column is one of the most common aluminium alloy structures. Current design methodologies for H-sectional aluminium alloy stocky columns have not considered the contribution of the strain-hardening effect to the load-carrying capacities of the stocky column, which could result in underestimation of the capacities. In this study, a series of axial compression experiments including 12 aluminium alloy stocky columns are conducted to investigate the actual load-carrying capacities. The continuous strength method (CSM) is introduced to predict the load-carrying capacities of the aluminium alloy columns. Based on the comparison of load-carrying capacities obtained from the experimental investigation, CSM calculation, and code estimation, it is demonstrated that the CSM is more accurate for the loadcarrying capacity calculation of H-sectional aluminium alloy stocky columns than other methods. The results of this study can assist the future design of this type of member.
引用
收藏
页数:17
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