内埋型钢混凝土墙与钢梁刚性节点有限元分析  

Realization of ANSYS for Finite Element Analysis of the Rigid Connection Between Steel Beam and Concrete Wall with Embedded Section Steel

作　　者：戴绍斌[1] 饶炜[2] 朱健[2] 

机构地区：[1]武汉理工大学设计研究院,武汉430070 [2]武汉理工大学土木工程与建筑学院,武汉430070

出　　处：《武汉理工大学学报》2010年第13期51-54,共4页Journal of Wuhan University of Technology

基　　金：湖北省自然科学基金(2005ABA284)

摘　　要：对内埋型钢混凝土墙与钢梁的刚性节点试件进行了单调荷载作用下的静力试验,利用有限元分析软件AN-SYS对其受力状况进行了三维非线性有限元分析。同时将试验与有限元结果比较表明:在ANSYS中Solid65单元、Link10单元、Solid95单元及相应的接触面单元能较好的模拟试件受力全过程。在验证有限元模型正确的基础上,根据有限元计算结果对刚性节点试件的梁端传力机制进行了分析。This paper presents a static experimental research on the rigid connection between steel beam and concrete wall with embedded section steel.Through the large general nonlinear finite element analysis software ANSYS,the behavior of the specimens are analyzed.The simulation analysis and test results demonstrate that the good agreement can be found between simulation and test results,if Solid65,Link10 and Solid95 are used to simulate the concrete,the reinforcement and the steel beam.With the analysis results,the load transfer mechanics of the rigid connection is analyzed.

关 键 词：ANSYS 刚性节点 传力机制 

分 类 号：TU528.59[建筑科学—建筑技术科学]