首页|期刊导航|建筑钢结构进展|高强铝合金板件螺栓连接高温抗剪性能研究

高强铝合金板件螺栓连接高温抗剪性能研究OA

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

中文摘要英文摘要

本文通过高温下7075高强铝合金材性试验,研究了7075铝合金材料应力-应变曲线及关键力学参数随温度的变化规律;通过高温下7075高强铝合金板件螺栓连接抗剪承载试验,探究了温度和边距对抗剪连接试件破坏模式及极限承载力的影响.试验结果表明:当温度达到200℃时,材料的弹性模量和强度开始显著下降;当温度达到300℃时,材料的屈服强度和极限强度均约为常温时屈服强度和极限强度的15%.抗剪连接试件的破坏模式表现为两类,分别为净截面破坏与混合破坏,且温度和边距可能会影响试件的破坏模式;试件极限承载力劣化规律与高温下材料强度衰减趋势一致,当温度达到300℃时,试件的极限承载力约降低至常温时极限承载力的15%;试件的极限承载力随边距的增大而增大,当边距由1.0d0(d0为螺栓孔径)增大到1.5d0时,极限承载力增大约1倍,当边距由1.5d0增大到2.0d0时,极限承载力的增大程度有限.建立的有限元模型能较准确地模拟螺栓连接的抗剪性能,具有一定的可靠性.将试验结果与采用国内外规范计算的结果进行对比,发现各国规范在边距不小于1.5d0时的计算结果均偏保守.

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.

石宇;吴玥;罗泽巧;薛暄译

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

建筑与水利

高强铝合金高温螺栓连接抗剪性能破坏模式规范对比

high-strength aluminum alloyhigh temperaturebolted connectionshear performancefailure modecode comparison

《建筑钢结构进展》 2026 (8)

17-25,9

国家自然科学基金(52378132)

10.13969/j.jzgjgjz.20241223002

评论