端板型半刚性组合节点抗弯承载力分析模型  

Analysis Model of Bending Bearing Capacity of Semi-Rigid Composite Joints with End Plate

作　　者：王琼芬[1] 刘德稳[1] 夏冰华[1] 曾翔超[1] 

机构地区：[1]西南林业大学交通机械与土木工程学院,云南昆明650224

出　　处：《有色金属设计》2010年第3期65-69,共5页Nonferrous Metals Design

摘　　要：在一些假设的基础上,提出了较简单的端板型组合节点塑性抗弯承载力的分析模型,将分析模型的理论计算结果与有限元分析软件ANSYS的计算结果进行比较,检验了计算模型的可行性,从而为端板型半组合节点的设计提供理论计算依据。On the basis of some suppositions,more simple analysis model of bending bearing capacity of semi-rigid composite joints with end-plate is proposed.By comparison of theoretical calculation results of analysis models with calculated results of ANSYS finite element analysis software,the feasibility of analysis model was verified so that theoretical calculation basis was provided for the design of semi-rigid composite joints with end-plate.

关 键 词：端板 组合节点 抗弯承载力 分析模型 

分 类 号：TU398.9[建筑科学—结构工程]