混凝土空心砌块组合墙体非线性有限元分析  

Application of ANSYS to Nonlinear Finite Element Analysis for Hollow Concrete Block Building Wall Structures

作　　者：吴瑾辉[1] 杨德健[1] 张彬彬[1] 刘蕊[1] 

机构地区：[1]天津城市建设学院土木工程系,天津300384

出　　处：《天津城市建设学院学报》2007年第4期263-266,293,共5页Journal of Tianjin Institute of Urban Construction

摘　　要：应用ANSYS对混凝土小型空心砌块组合结构进行非线性有限元分析,与试验结果做对比,论证了ANSYS对于砌体结构分析的适用性,并在此基础上,通过改变组合砌体的材料与几何参数等因素进行的分类计算,对其抗剪性能的作用做了相应的比较.A nonlinear finite element method is used for small hollow concrete block building wall by ANSYS-Software. Data between experimental and calculation are investigated to prove the analysis credibility of ANSYS nonlinear finite element method. Influences of different material attribute and different structural shapes, on the cracking resistant performance of the walls are compared.

关 键 词：混凝土小型空心砌块 组合结构 ANSYS 有限元分析 非线性 

分 类 号：TU398.5[建筑科学—结构工程]