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高强铝合金板件螺栓连接高温抗剪性能研究

石宇 吴玥 罗泽巧 薛暄译

建筑钢结构进展2026,Vol.28Issue(8):17-25,9.
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建筑钢结构进展2026,Vol.28Issue(8):17-25,9.DOI:10.13969/j.jzgjgjz.20241223002

高强铝合金板件螺栓连接高温抗剪性能研究

Study on High-Temperature Shear Performance of High-Strength Aluminum Alloy Plate Bolted Connections

石宇 1吴玥 1罗泽巧 1薛暄译1

作者信息

  • 1. 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
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摘要

Abstract

High-temperature material tests were conducted on 7075 high-strength aluminum alloy to investigate the stress-strain curves and the variation of key mechanical parameters with temperature.High-temperature shear bearing tests were then carried out on 7075 high-strength aluminum alloy plate bolted connections at high temperatures,to examine the influence of temperature and edge distance on the failure modes and ultimate bearing capacity of specimens.The test results show that when the temperature is above 200℃,the elastic modulus and strength of the material begin to decrease significantly.When the temperature reaches 300℃,the yield strength and ultimate strength of the material are both about 15%of those at room temperature.The shear connection specimens exhibit two failure modes,namely net cross-section failure and mixed failure,and both temperature and edge distance can affect the failure mode of the specimen.The degradation of the ultimate bearing capacity of specimens shows a trend similar to the reduction in material strength at high temperatures.When the temperature reaches 300℃,the ultimate bearing capacity of specimens decreases to about 15%of that at room temperature.The ultimate bearing capacity of the specimen increases with the increase of edge distance.When the edge distance increases from 1.0d0 to 1.5d0,the ultimate bearing capacity approximately doubles.When the edge distance increases from 1.5d0 to 2.0d0,the increase in ultimate bearing capacity is limited.The established finite element model can accurately simulate the shear performance of bolted connections and shows a certain degree of reliability.The experimental results were compared with the calculation results of domestic and foreign codes,and the results showed that the calculation results based on various national codes were relatively conservative when the edge distance was not less than 1.5d0.

关键词

高强铝合金/高温/螺栓连接/抗剪性能/破坏模式/规范对比

Key words

high-strength aluminum alloy/high temperature/bolted connection/shear performance/failure mode/code comparison

分类

建筑与水利

引用本文复制引用

石宇,吴玥,罗泽巧,薛暄译..高强铝合金板件螺栓连接高温抗剪性能研究[J].建筑钢结构进展,2026,28(8):17-25,9.

基金项目

国家自然科学基金(52378132) (52378132)

建筑钢结构进展

1671-9379

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