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某方钢管混凝土柱钢梁节点非线性有限元分析
引用本文:凡红,邹万山.某方钢管混凝土柱钢梁节点非线性有限元分析[J].三峡大学学报(自然科学版),2010,32(1):43-47.
作者姓名:凡红  邹万山
作者单位:1. 深圳市中广核工程设计有限公司,深圳,518057
2. 深圳市深圳金光华实业集团有限公司,深圳,518048
基金项目:湖北省建设科技计划项目 
摘    要:选择合理的单元类型、材料本构关系,利用非线性有限元分析程序ABAQUS对内隔板外伸式钢管混凝土柱-钢梁节点进行了三维有限元分析,在试验研究的基础上进一步探讨了节点的受力性能和传力机理.分析结果表明,该类节点传力路径清晰,有较好的强度和刚度,满足"强节点,弱构件"的抗震设计原则;建立的三维有限元模型能够比较准确地模拟节点的实际工作状态.

关 键 词:方钢管混凝土柱  节点  受力机理  有限元分析

Nonlinear Finite Element Analysis of Concrete-filled Steel Square Tubular Column-Steel Beam Connection
Fan Hong,Zou Wanshan.Nonlinear Finite Element Analysis of Concrete-filled Steel Square Tubular Column-Steel Beam Connection[J].Journal of China Three Gorges University(Natural Sciences),2010,32(1):43-47.
Authors:Fan Hong  Zou Wanshan
Institution:Fan Hong1 Zou Wanshan2(1.China Nuclear Power Design Company,Ltd.,Shenzhen 518057,China,2.Shenzhen Kingglory Industry Group Company,Shenzhen 518048,China)
Abstract:Choosing the appropriate element type and material constitutive model,nonlinear finite element analysis software ABAQUS is used to analyze the type of inner-through diaphragm connection which is composed by the concrete-filled square steel tubular column-steel beam.The capacity and mechanism of this type connection are discussed further based on the results of experiment.The numerical results show that the load transfer pathway is clear and the strength and stiffness are well.The aseismic principle strong c...
Keywords:square concrete-filled steel tubular column  connection  mechanism  finite element analysis  
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