铝合金矩形空心截面受压后的火后承载力

IF 7.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-03-15 Epub Date: 2025-01-03 DOI:10.1016/j.engstruct.2024.119602
Yao Sun , Ganghao Han
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引用次数: 0

摘要

本文对铝合金矩形空心截面火灾后压缩残余承载力进行了实验和数值研究。首先进行了一个测试程序,包括加热测试、7次火灾后材料拉伸试验和14次火灾后短柱试验。在测试程序之后,进行了数值模拟程序,其中开发了火灾后短柱的有限元模型,并根据测试结果进行了验证。然后将验证的数值模型用于参数研究,以获得更多的火灾后容量数据。基于试验和数值数据,进行了设计分析,评价了现行国际设计规范对铝合金矩形空心截面火灾后设计的适用性。结果表明:由于忽略了火灾后材料的应变硬化效应,各设计规范对火灾后铝合金矩形空心截面的残余压缩能力均较为保守,尤其是在250 ℃~ 500 ℃的高温下;然后,对考虑材料应变硬化效应的连续强度法进行了评估,并发现该方法可以显著改善设计。
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Post-fire capacity of aluminium alloy rectangular hollow sections under compression
This paper presents experimental and numerical investigations on the post-fire residual capacities of aluminium alloy rectangular hollow sections under compression. A testing programme was firstly carried out, including heating tests, seven post-fire material tensile coupon tests and fourteen post-fire stub column tests. Following the testing programme, a numerical modelling programme was conducted, where the finite-element models on the post-fire stub columns were developed and validated against the test results. The validated numerical models were then used in parametric studies to derive more post-fire capacity data. Based on the test and numerical data, a design analysis was performed, where the applicability of the current international design codes to the post-fire design of aluminium alloy rectangular hollow sections was evaluated. The results reveal that all considered design codes generally lead to conservative residual compression capacity for post-fire aluminium alloy rectangular hollow sections, especially for those after exposure to the temperatures of 250 °C to 500 °C, owing to the neglect of post-fire material strain-hardening effect. Then, the continuous strength method that considers the material strain-hardening effect, was evaluated and found to result in significant design improvement.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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