Post-Fire Stability Bearing Capacity of I-Shaped Aluminum Alloy Members Under Axial Compression

被引:0
|
作者
Guo, Xiaonong [1 ]
Chen, Shaozhen [1 ,2 ]
Luo, Jinhui [1 ]
Chen, Chen [1 ]
机构
[1] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Seoul Natl Univ, Dept Civil & Environm Engn, Seoul 08826, South Korea
基金
中国国家自然科学基金;
关键词
I-shaped aluminum alloy members; post-fire; stability bearing capacity; axial compression test; finite element analysis; BUCKLING BEHAVIOR; TUBULAR COLUMNS; RESISTANCE; SECTION; DESIGN;
D O I
10.1142/S0219455426500288
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Compared to steel structures, aluminum alloy structures are more susceptible to fire damage. Accurately evaluating the residual bearing capacity of fire-damaged aluminum alloy members is crucial for effective post-disaster management. Therefore, this paper investigates the post-fire bearing capacity of I-shaped aluminum alloy members under axial compression. First, a post-fire test on 16 I-shaped aluminum alloy members under axial compression was carried out. The test results indicate that all specimens fail by the minor axis flexural buckling, and the bearing capacity of the specimens decreases with the increase of the slenderness ratio. Moreover, a trilinear relationship is found between bearing capacity and post-fire temperatures. Second, finite element (FE) models are established using ABAQUS and validated against the test results. Subsequently, numerical analysis is carried out, considering various aluminum alloy brands, post-fire temperatures, slenderness ratios, initial geometrical imperfections, and cross-section dimensions. Through the statistical regression technology and the introduction of strength and stability-bearing capacity reduction coefficients, the formulae for estimating the post-fire stability-bearing capacity of I-shaped aluminum alloy members under axial compression are derived. Finally, the proposed formulae are verified to be accurate through error analysis.
引用
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页数:26
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