钢管混凝土叠合柱—混凝土梁节点滞回性能的有限元分析
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- 英文论文题名：Finite element modelling and parametric study of concrete encased CFST column to concrete beam joints under cyclic loading
- 论文作者：廖飞宇 ; 赵剑 ; 尧国皇 ; 李永进 ; 韩浩
- 英文论文作者：Liao Feiyu ; Zhao Jian ; Yao Guohuang ; Han Hao ; College of Transportation and Civil Engineering ; Fujian Agriculture and Forestry University ; Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering ; Fujian University of Technology ; College of Civil Engineering ; Fuzhou University ; Shenzhen Institute of Information Technology
- 年：2016
- 作者机构：福建农林大学交通与土木工程学院;福建工程学院福建省土木工程新技术与信息化重点实验室;福州大学土木工程学院;深圳信息职业技术学院;
- 论文关键词：钢管混凝土叠合柱—混凝土梁节点 ; 反复荷载作用 ; 有限元模拟 ; 工作机理 ; 参数分析
- 英文论文关键词：concrete encased CFST column to concrete beam joint ; cyclic loading ; work mechanism ; finite element modelling(FEA) ; parametric study
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU398.9
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：8
- 文件大小：676k
- 原文格式：O
- 会议级别：全国
摘要
本文在考虑反复荷载作用下混凝土材料的刚度损伤和恢复,以及钢材的包辛格效应的基础上建立了钢管混凝土叠合柱—钢筋混凝土梁节点在柱端恒定轴压力和梁端往复侧向力共同作用下的有限元分析模型。有限元模型考虑了几何非线性和材料非线性的影响,并合理考虑了节点核心区各组件之间的接触作用。采用有限元模型模拟了4榀组合节点试件的滞回试验,计算的破坏模态和荷载—位移滞回曲线均和试验结果吻合良好。利用有限元模型对节点受荷全过程的工作机理进行了细致分析,结果可为此类组合节点的工程抗震设计提供参考和依据。
With considering the stiffness damage and recovery of concrete and Bauschinger effect of steel under cyclic loading,this paper developed a nonlinear finite element analysis(FEA) model of concrete encased concrete filled steel tube(CFST)column to concrete beam joints under constant axial load in the column and incremental laterally cyclic load at the beam ends.The interaction between different components inside the joint zone are taken into consideration in the FEA model,where both material and geometric nonlinear are included as well.The predicted results generally agree well with the test results,in terms of failure mode and load versus displacement hysteretic curves.Then the behaviour analysis of the composite joint were conducted by using the FEA model,and the analytical results of this paper could provide basis and reference to the seismic design of this type of composite joints in practical engineering.
With considering the stiffness damage and recovery of concrete and Bauschinger effect of steel under cyclic loading,this paper developed a nonlinear finite element analysis(FEA) model of concrete encased concrete filled steel tube(CFST)column to concrete beam joints under constant axial load in the column and incremental laterally cyclic load at the beam ends.The interaction between different components inside the joint zone are taken into consideration in the FEA model,where both material and geometric nonlinear are included as well.The predicted results generally agree well with the test results,in terms of failure mode and load versus displacement hysteretic curves.Then the behaviour analysis of the composite joint were conducted by using the FEA model,and the analytical results of this paper could provide basis and reference to the seismic design of this type of composite joints in practical engineering.
引文
[1]程文瀼,高仲学,苏毅,等.钢骨混凝土柱框架节点的试验研究[J].建筑结构学报,2002,23(2):36-40(Cheng Wenrang,Gao Zhongxue,Su Yi,et al.Experimental study of frame joints with steel reinforced concrete column[J].Journal of Building research,2002,23(2):36-40(in Chinese)).
[2]徐明,苏丽莉,程文瀼等.钢骨混凝土柱与钢筋混凝土梁组合框架节点的试验研究[J].建筑结构,2003,33(7):36-42.
[3]周颖,于海燕,钱江,等.钢管混凝土叠合柱节点环梁试验研究[J].建筑结构学报,2015,36(2):69-78(Zhou Ying,Yu Haiyan,Qian Jiang,et al.Experimental study on ring beams of joints of concrete filled steel tubular laminated columns[J].Journal of Building research,2015,36(2):69-78(in Chinese)).
[4]Liao FY,Han LH,Tao Z.Behaviour of composite joints withconcrete encased CFST columns under cyclic loading:experiments[J].Engineering Structures,2014,59(2):745-764.
[5]Clough R W,Johnston S B.Effect of stiffness degradation on earthquake ductility requirements//Proc.2th Japan Earth Engng Symp Tokyo Jopan,1966.
[6]Lee J,Fenves G L.Plastic-Damage Model for cyclic loading of concrete structures[J].Journal of Engineering Mechanic,1998,124(8):892-900.
[7]韩林海.钢管混凝土结构-理论与实践(第2版)[M].北京:科学出版社,2007.
[8]Légeron F,Paultre P.Uniaxial confinement model for normal and high-strength concrete columns[J].Journal of Structural Engineering,ASCE,2003,129(2):241-252.
[9]Attard.M.M,Setunge S.Stress-strain relationship of confined and unconfined concrete.ACI Materials Journal,1996,93(5):432-442.
[10]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社,1993.
[11]Birtel V,Mark P.Parameterised finite element modelling of RC beam shear failure[C].Proceedings of the 19th Annual International ABAQUS Users'Conference.Boston,USA:2006.95-108.
[12]Houde J,Mirza MS.A finite element analysis of shear strength of reinforced concrete beams[J].ACI Journal,1974,42(1):143-162.
[2]徐明,苏丽莉,程文瀼等.钢骨混凝土柱与钢筋混凝土梁组合框架节点的试验研究[J].建筑结构,2003,33(7):36-42.
[3]周颖,于海燕,钱江,等.钢管混凝土叠合柱节点环梁试验研究[J].建筑结构学报,2015,36(2):69-78(Zhou Ying,Yu Haiyan,Qian Jiang,et al.Experimental study on ring beams of joints of concrete filled steel tubular laminated columns[J].Journal of Building research,2015,36(2):69-78(in Chinese)).
[4]Liao FY,Han LH,Tao Z.Behaviour of composite joints withconcrete encased CFST columns under cyclic loading:experiments[J].Engineering Structures,2014,59(2):745-764.
[5]Clough R W,Johnston S B.Effect of stiffness degradation on earthquake ductility requirements//Proc.2th Japan Earth Engng Symp Tokyo Jopan,1966.
[6]Lee J,Fenves G L.Plastic-Damage Model for cyclic loading of concrete structures[J].Journal of Engineering Mechanic,1998,124(8):892-900.
[7]韩林海.钢管混凝土结构-理论与实践(第2版)[M].北京:科学出版社,2007.
[8]Légeron F,Paultre P.Uniaxial confinement model for normal and high-strength concrete columns[J].Journal of Structural Engineering,ASCE,2003,129(2):241-252.
[9]Attard.M.M,Setunge S.Stress-strain relationship of confined and unconfined concrete.ACI Materials Journal,1996,93(5):432-442.
[10]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社,1993.
[11]Birtel V,Mark P.Parameterised finite element modelling of RC beam shear failure[C].Proceedings of the 19th Annual International ABAQUS Users'Conference.Boston,USA:2006.95-108.
[12]Houde J,Mirza MS.A finite element analysis of shear strength of reinforced concrete beams[J].ACI Journal,1974,42(1):143-162.