摘要
运用通用有限元软件ANSYS对方钢管柱-工字钢梁套管加强式端板连接半刚性新型节点建立三维有限元模型,并以端板厚度、螺栓直径、套管厚度等为参数进行了静力分析,深入的研究了这种连接节点在静载作用下的受力性能及破坏模式。
The model of semi-rigid connection between steel beam and square steel tube column with tube enhanced are developed by using the general-purpose finite element software,ANSYS,and do analysis with changing the parameter such as the thick of end plate,the diameter of screws and the thickness of steel pipe,the static behaviour and failure mode are determined.
出处
《江苏建筑》
2010年第6期19-21,33,共4页
Jiangsu Construction
关键词
半刚性
有限元
节点
semi-rigid
the finite element
connection
