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
收藏
页数:26
相关论文
共 50 条
  • [1] The Study of Post-fire Load Bearing Capacity of Steel Column under Axial Compression Exposure to One-Side Fire
    Chen, Jianfeng
    Zhou, Tianhua
    Lu, Linfeng
    Wu, Hanheng
    MATERIALS AND DESIGN, PTS 1-3, 2011, 284-286 : 330 - 334
  • [2] Post-fire capacity of aluminium alloy rectangular hollow sections under compression
    Sun, Yao
    Han, Ganghao
    ENGINEERING STRUCTURES, 2025, 327
  • [3] Bearing capacity of aluminum alloy members under eccentric compression at elevated temperatures
    Zhu, Shaojun
    Guo, Xiaonong
    Liu, Xian
    Jiang, Shouchao
    THIN-WALLED STRUCTURES, 2018, 127 : 574 - 587
  • [4] Experiment on aluminum alloy members under axial compression
    Guo, Xiaonong
    Liang, Shuiping
    Shen, Zuyan
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2015, 9 (01) : 48 - 64
  • [5] Experiment on aluminum alloy members under axial compression
    Xiaonong Guo
    Shuiping Liang
    Zuyan Shen
    Frontiers of Structural and Civil Engineering, 2015, 9 : 48 - 64
  • [6] Experiment on aluminum alloy members under axial compression
    Xiaonong GUO
    Shuiping LIANG
    Zuyan SHEN
    Frontiers of Structural and Civil Engineering, 2015, 9 (01) : 48 - 64
  • [7] Study on the stability bearing capacity of 6061-T6 aluminum alloy axial compression members based on direct strength method
    Ning, Qiujun
    Lu, Jiawei
    Lu, Xiaosong
    chen, Xiangrong
    STRUCTURES, 2024, 68
  • [8] Modelling of I-shaped beam-to-tubular column connection subjected to post-fire conditions
    Hosseini, Seied Ahmad
    Zeinoddini, Mostafa
    Darian, Amir Saedi
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2014, 14 (03) : 513 - 528
  • [9] Stability analysis of the aluminum alloy members under axial compressions
    Dept. of Building Eng., Tongji Univ., Shanghai 200092, China
    Tongji Daxue Xuebao/Journal of Tongji University, 2001, 29 (04): : 401 - 405
  • [10] Modelling of I-shaped beam-to-tubular column connection subjected to post-fire conditions
    Seied Ahmad Hosseini
    Mostafa Zeinoddini
    Amir Saedi Darian
    International Journal of Steel Structures, 2014, 14 : 513 - 528