{"title":"铝合金矩形空心截面受压后的火后承载力","authors":"Yao Sun , Ganghao Han","doi":"10.1016/j.engstruct.2024.119602","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"327 ","pages":"Article 119602"},"PeriodicalIF":7.6000,"publicationDate":"2025-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Post-fire capacity of aluminium alloy rectangular hollow sections under compression\",\"authors\":\"Yao Sun , Ganghao Han\",\"doi\":\"10.1016/j.engstruct.2024.119602\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"327 \",\"pages\":\"Article 119602\"},\"PeriodicalIF\":7.6000,\"publicationDate\":\"2025-03-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029624021643\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2025/1/3 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029624021643","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/1/3 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.