方形钢管混凝土叠合柱的力学性能研究
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摘要
建立了方形钢管混凝土叠合柱的非线性有限元模型,对其在往复荷载作用下的滞回性能进行了数值模拟。有限元模型考虑了反复荷载作用下混凝土的损伤、构件的几何非线性以及钢筋和内钢管与混凝土之间的粘结滑移。算例分析结果表明,有限元计算和试验结果总体上吻合良好。采用有限元模型对方形钢管混凝土叠合柱在轴压力和侧向力共同作用下的工作机理进行了细致分析。
This paper developed a nonlinear finite element modelling (FEM) to simulate concrete-filled steelube reinforced concrete column with square section under cyclic loading.In the FEM,the cumulative damage of concrete under a reverse loading,nonlinear geometric behaviour,bonding-slip between steel bars or steel tube and concrete were considered.A good agreement was obtained between the experimental results and the predictions based on the FEM.By using the FEM,the mechanism of the composite column under the combined axial compression and cyclic lateral loading was analyzed.
This paper developed a nonlinear finite element modelling (FEM) to simulate concrete-filled steelube reinforced concrete column with square section under cyclic loading.In the FEM,the cumulative damage of concrete under a reverse loading,nonlinear geometric behaviour,bonding-slip between steel bars or steel tube and concrete were considered.A good agreement was obtained between the experimental results and the predictions based on the FEM.By using the FEM,the mechanism of the composite column under the combined axial compression and cyclic lateral loading was analyzed.
引文
[1]李惠,王震宇,吴波.钢管高强混凝土叠合柱抗震性能与受力机理的试验研究[J].地震工程与工程振动,1999,19(3):27―33.Li Hui,Wang Zhenyu,Wu Bo.Experimental research on mechanism and seismic performance of laminated column with steel tube filled with high-strength concrete[J].Earthquake Engineering and Engineering Vibration,1999,19(3):27―33.(in Chinese)
[2]黄智辉,程丽荣,钱稼茹,林立岩.钢管高强混凝土叠合柱核芯区抗剪试验研究与有限元分析[J].工业建筑,2001,31(7):50―53.Huang Zhihui,Cheng Lirong,Qian Jiaru,Lin Liyan.Experimental study and finite element analysis on shear behavior of steel tube fill high strength concrete composite column core area[J].Industrial Construction,2001,31(7):50―53.(in Chinese).
[3]洪哲.劲性钢管混凝土压弯构件滞回性能研究[D].福州:福州大学,2007.Hong Zhe.Research on cyclic behavior of RC columns reinforced with concrete filled steel tubes[D].Fuzhou:Fuzhou University,2007.(in Chinese)
[4]李惠,王震宇,吴波.钢管高强混凝土叠合柱弯矩-曲率关系的合成模型[J].计算力学学报,2000,17(2):184―191.Li Hui,Wang Zhenyu,Wu Bo.Model of moment-curvature relation ship of laminated column with high-strength concrete filled steel tube[J].Chinese Journal of Computational Mechanics,2000,17(2):184―191.(in Chinese).
[5]朱伯龙,董振祥.钢筋混凝土非线性分析[M].上海:同济大学出版社,1985.Zhu Bolong,Dong Zhenxiang.Nonlinear analysis on reinforced concrete structures[M].Shanghai:Tongji University Press,1985.(in Chinese)
[6]韩林海.钢管混凝土结构-理论与实践[M].第2版.北京:科学出版社,2007.Han Linhai.Concrete filled steel tubular structures-theory and practice[M].2nd ed.Beijing:China Science Press,2007.(in Chinese)
[7]Gilbert R,Warner R.Tension stiffening in reinforced concrete slabs[J].Journal of the Structural Division,1978,104(12):1885―1900.
[8]Lee J,Fenves G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanic,1998,124(8):892―900.
[9]Hibbit,Karlson,Sorenson.ABAQUS version6.5:Theory manual,users’manual,verification manual and example problems manual[M].Rhode Island(US):Hibbitt,Karlson and Sorenson Inc.,2005.
[10]滕智明,邹离湘.反复荷载下钢筋混凝土构件的非线性有线元分析[J].土木工程学报,1996,29(2):19―26.Teng Zhiming,Zhou Lixiang.Nonlinear finite element analysis of RC members under reversed cyclic loading[J].China Civil Engineering Journal,1996,29(2):19―26.(in Chinese)
[11]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.
[12]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.Shen Jumin,Wang Chuanzhi,Jiang Jianjing.Finite element method of reinforced concrete and limite analysis of plates and shells[M].Beijing:Tsinghua University Press,1993.(in Chinese)
[13]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2005.Jiang Jianjing,Lu Xinzheng,Ye Lieping.Finite element analysis of concrete structures[M].Beijing:Tsinghua University Press,2005.(in Chinese)
[14]Birtel V,Mark P.Parameterised finite element modelling of RC beam shear failure[C].Proceedings of the19th Annual International ABAQUS Users’Conference.Boston,USA,2006:95―108.
[15]Houde J,Mirza M S.A finite element analysis of shear strength of reinforced concrete beams[J].ACI Journal,1974,42(1):143―162.
[16]薛建阳,赵鸿铁.型钢混凝土粘结滑移理论及其工程应用[M].北京:科学出版社,2007.Xue Jianyang,Zhao Hongtie.Theory on bond-slip of SRC structures and engineering applications[M].Beijing:China Science Press,2007.(in Chinese)
[17]王祖华,钟树生.劲性钢筋混凝土梁的非线性有限元分析[C].混凝土结构基本理论及应用(第二界学术讨论论文集),北京,1990:633―640.Wang Zuhua,Zhong Shusheng.Nonlinear finite element analysis on the steel reinforced concrete beams[C].2nd Symposium on Theory and Practice of Concrete Structures,Beijing,1990:633―640.(in Chinese)
[18]Tao Z,Yu Q.Behaviour of CFRP-strengthened slender square RC columns[J].Magazine of Concrete Research,2008,60(7):523―533.
[19]郑宇.钢骨混凝土梁力学性能的基础试验研究[D].广州:华南理工大学,2002.Zheng Yu.Basic experimental study on the behaviour of SRC beam[D].Guangzhou:South China University of Technology,2002.(in Chinese)
[2]黄智辉,程丽荣,钱稼茹,林立岩.钢管高强混凝土叠合柱核芯区抗剪试验研究与有限元分析[J].工业建筑,2001,31(7):50―53.Huang Zhihui,Cheng Lirong,Qian Jiaru,Lin Liyan.Experimental study and finite element analysis on shear behavior of steel tube fill high strength concrete composite column core area[J].Industrial Construction,2001,31(7):50―53.(in Chinese).
[3]洪哲.劲性钢管混凝土压弯构件滞回性能研究[D].福州:福州大学,2007.Hong Zhe.Research on cyclic behavior of RC columns reinforced with concrete filled steel tubes[D].Fuzhou:Fuzhou University,2007.(in Chinese)
[4]李惠,王震宇,吴波.钢管高强混凝土叠合柱弯矩-曲率关系的合成模型[J].计算力学学报,2000,17(2):184―191.Li Hui,Wang Zhenyu,Wu Bo.Model of moment-curvature relation ship of laminated column with high-strength concrete filled steel tube[J].Chinese Journal of Computational Mechanics,2000,17(2):184―191.(in Chinese).
[5]朱伯龙,董振祥.钢筋混凝土非线性分析[M].上海:同济大学出版社,1985.Zhu Bolong,Dong Zhenxiang.Nonlinear analysis on reinforced concrete structures[M].Shanghai:Tongji University Press,1985.(in Chinese)
[6]韩林海.钢管混凝土结构-理论与实践[M].第2版.北京:科学出版社,2007.Han Linhai.Concrete filled steel tubular structures-theory and practice[M].2nd ed.Beijing:China Science Press,2007.(in Chinese)
[7]Gilbert R,Warner R.Tension stiffening in reinforced concrete slabs[J].Journal of the Structural Division,1978,104(12):1885―1900.
[8]Lee J,Fenves G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanic,1998,124(8):892―900.
[9]Hibbit,Karlson,Sorenson.ABAQUS version6.5:Theory manual,users’manual,verification manual and example problems manual[M].Rhode Island(US):Hibbitt,Karlson and Sorenson Inc.,2005.
[10]滕智明,邹离湘.反复荷载下钢筋混凝土构件的非线性有线元分析[J].土木工程学报,1996,29(2):19―26.Teng Zhiming,Zhou Lixiang.Nonlinear finite element analysis of RC members under reversed cyclic loading[J].China Civil Engineering Journal,1996,29(2):19―26.(in Chinese)
[11]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.
[12]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.Shen Jumin,Wang Chuanzhi,Jiang Jianjing.Finite element method of reinforced concrete and limite analysis of plates and shells[M].Beijing:Tsinghua University Press,1993.(in Chinese)
[13]江见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2005.Jiang Jianjing,Lu Xinzheng,Ye Lieping.Finite element analysis of concrete structures[M].Beijing:Tsinghua University Press,2005.(in Chinese)
[14]Birtel V,Mark P.Parameterised finite element modelling of RC beam shear failure[C].Proceedings of the19th Annual International ABAQUS Users’Conference.Boston,USA,2006:95―108.
[15]Houde J,Mirza M S.A finite element analysis of shear strength of reinforced concrete beams[J].ACI Journal,1974,42(1):143―162.
[16]薛建阳,赵鸿铁.型钢混凝土粘结滑移理论及其工程应用[M].北京:科学出版社,2007.Xue Jianyang,Zhao Hongtie.Theory on bond-slip of SRC structures and engineering applications[M].Beijing:China Science Press,2007.(in Chinese)
[17]王祖华,钟树生.劲性钢筋混凝土梁的非线性有限元分析[C].混凝土结构基本理论及应用(第二界学术讨论论文集),北京,1990:633―640.Wang Zuhua,Zhong Shusheng.Nonlinear finite element analysis on the steel reinforced concrete beams[C].2nd Symposium on Theory and Practice of Concrete Structures,Beijing,1990:633―640.(in Chinese)
[18]Tao Z,Yu Q.Behaviour of CFRP-strengthened slender square RC columns[J].Magazine of Concrete Research,2008,60(7):523―533.
[19]郑宇.钢骨混凝土梁力学性能的基础试验研究[D].广州:华南理工大学,2002.Zheng Yu.Basic experimental study on the behaviour of SRC beam[D].Guangzhou:South China University of Technology,2002.(in Chinese)
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