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梁端水平加腋与塑性铰关系的非线性有限元分析
引用本文:刘艳,柳炳康,王琦.梁端水平加腋与塑性铰关系的非线性有限元分析[J].合肥工业大学学报(自然科学版),2004,27(7):742-746.
作者姓名:刘艳  柳炳康  王琦
作者单位:合肥工业大学;合肥工业大学
基金项目:安徽省自然科学基金资助项目(01044502)
摘    要:采用非线性有限元分析方法,在低周反复荷载作用下,对四榀不同加腋宽度的梁端水平加腋偏心节点构件的受力性能进行分析,探讨不同加腋宽度下节点核芯区受力性能及梁端塑性铰转移条件,并将有限元分析结果与试件实际受力状态进行比较,在理论分析和试验研究的基础上,给出了梁端塑性铰位置识别方法。

关 键 词:有限元  非线性  梁柱水平加腋偏心节点  塑性铰  反复荷载
文章编号:1003-5060(2004)07-0742-05
修稿时间:2003年8月27日

Nonlinear finite element analysis of reinforced concrete eccentric beam-column joints with spread-ended beams and the study of plastic hinge
LIU Yan,LIU Bing-kang,WANG Qi.Nonlinear finite element analysis of reinforced concrete eccentric beam-column joints with spread-ended beams and the study of plastic hinge[J].Journal of Hefei University of Technology(Natural Science),2004,27(7):742-746.
Authors:LIU Yan  LIU Bing-kang  WANG Qi
Institution:LIU Yan~1,LIU Bing-kang~1,WANG Qi~2
Abstract:The strain characteristics and crack patterns of four specimens of reinforced concrete eccentric beam-column joints with spread-ended beam under reversed cyclic loading are investigated by using the nonlinear finite element method. The performance of the joints are studied as the width of the spread-ended beam varies,and the conditions of displacement of plastic hinge at the end of the beam are discussed. The results of finite element analysis are compared with the actual failure situation of the specimens,and the method of determining the position of the plastic hinge is presented.
Keywords:finite element method  nonlinearity  reinforced concrete eccentric beam-column joints with spread-ended beam  plastic hinge  cyclic loading
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