摘要
采用有限元软件ANSYS对齐平端板连接的梁柱纯钢节点进行建模,阐述了ANSYS有限元模型建立的几个关键,并根据有限元分析结果得出了齐平端板连接半刚性纯钢节点的弯矩与转角的关系曲线,从而为以后分析节点应力、变形能力等奠定了基础。
Using finite element software ANSYS to model pure steel beam-column of aligned flat plate connection,this paper described several critical items on the establishment of ANSYS finite element model.According to finite element analysis result,it drew a conclusion of relationship curve between the moment and corner of semi-rigid purity steel node finite element and laid a foundation for future analysis of the note stress and deformation.
出处
《山西建筑》
2010年第14期82-83,共2页
Shanxi Architecture
关键词
刚性节点
有限元模型
弯矩
转角
semi-rigid joints
finite element model
moment
corner
