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高温后铝合金型材局部横向剩余承载性能研究

孙瑞祥 薛暄译 丁子恒 华建民

建筑钢结构进展2026,Vol.28Issue(5):95-106,12.
建筑钢结构进展2026,Vol.28Issue(5):95-106,12.DOI:10.13969/j.jzgjgjz.20241109001

高温后铝合金型材局部横向剩余承载性能研究

Study on the Residual Local Transverse Load-Bearing Capacity of Aluminum Alloy Sections After High-Temperature Exposure

孙瑞祥 1薛暄译 2丁子恒 3华建民2

作者信息

  • 1. 重庆大学 土木工程学院,重庆 400045||北京中建建筑科学研究院有限公司,北京 100076
  • 2. 重庆大学 土木工程学院,重庆 400045||重庆大学 山地城镇建设与新技术教育部重点实验室,重庆 400045
  • 3. 重庆大学 土木工程学院,重庆 400045
  • 折叠

摘要

Abstract

To evaluate the residual load-bearing capacity of 6063-T5 aluminum alloy structures after fire exposure,model tests and numerical simulations were conducted on rectangular hollow sections(RHS)and square hollow sections(SHS)subjected to localized transverse loading,considering variables such as geometric dimensions,exposure temperatures and loading board lengths.The stress-strain curves,load-displacement curves,and failure modes of RHS and SHS after high-temperature exposure were obtained.The results indicate that the 6063-T5 aluminum alloy subjected to high temperatures exhibits a significant decrease in strength and increased ductility.After the validation of the numerical analysis method,a parameter analysis was performed comprising 480 numerical models.Based on the combined experimental and numerical results,the applicability of the design methods according to Eurocode 9(EC9)was evaluated.The findings reveal that EC9 design methods are not suitable for predicting the residual local transverse load-bearing capacity of RHS and SHS made of 6063-T5 aluminum alloy after exposure to different high temperatures.Therefore,high-temperature exposure affects the mechanical properties of 6063-T5 aluminum alloy,thereby reducing the accuracy of current design methods.

关键词

6063-T5铝合金/闭口截面/模型试验/数值模拟/剩余承载性能/高温/参数分析

Key words

6063-T5 aluminum alloy/closed section/model test/numerical simulation/residual load-bearing capacity/high temperature/parameter analysis

分类

建筑与水利

引用本文复制引用

孙瑞祥,薛暄译,丁子恒,华建民..高温后铝合金型材局部横向剩余承载性能研究[J].建筑钢结构进展,2026,28(5):95-106,12.

基金项目

国家自然科学基金(52308143) (52308143)

建筑钢结构进展

1671-9379

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