摘要
利用通用有限元分析软件ANSYS对一钢筋混凝土简支梁进行极限承载能力分析,详细比较了采用ANSYS中不同本构关系和破坏准则所得结果,比较ANSYS的分析结果和试验结果,可以认为利用ANSYS对钢筋混凝土简支梁进行极限承载能力分析能够获得正确可靠的结果。
In this paper, the ultimate carrying - carrying of reinforced concrete simply supported beam is analyzed using the finite element analysis software ANSYS. The results of analyses with different constitutive relations and failure criterions of ANSYS are presented and discussed. Comparison with experimental data shows that satisfactory results may be obtained from the ultimate carrying - carrying analysis using ANSYS.
出处
《石家庄铁道学院学报》
2006年第1期22-26,共5页
Journal of Shijiazhuang Railway Institute
关键词
钢筋混凝土
ANSYS
极限承载力
本构关系
reinforced concrete
ANSYS
ultimate carrying - capacity
constitutive relations
