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.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
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)
关键词
ANSYS
刚性节点
传力机制
ANSYS
the rigid connection
the load transfer mechanics
