摘要
铝合金相较于钢材,自身防腐性能优异,后期基本不需维护;材性很软,加工较为方便,可以不预钻孔,现场加工。鉴于此,本文对胶合木-铝合金填板(不锈钢)螺栓连接节点的力学性能进行了试验研究,将胶合木侧材厚度、铝合金填板厚度作为影响要素,分析了此类连接节点的破坏模式和承载能力。
Compared with steel,aluminum alloy has excellent anticorrosive property and does not require maintenance in the later period.Its material is very soft and so it is easy to be processed.Its holes do not need to be pre-drilled and can be processed on the site.In this paper,we have an experimental study on the performance of glued wood-aluminum alloy bolted joints.The thickness of the wood and the thickness of the aluminum alloy plate are used as the influencing factors,and the failure mode and carrying capacity of such joint nodes are analyzed.
作者
顾伟
陆伟东
GU Wei;LU Weidong(College of Civil Engineering,Nanjing Tech University,Nanjing 211800,China)
出处
《四川建筑科学研究》
2018年第2期41-46,共6页
Sichuan Building Science
基金
国家自然科学基金面上项目(51378225)
关键词
铝合金填板
破坏模式
木构件
螺栓连接
aluminum alloy plate
failure mode
wood members
bolt connection
