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钢筋混凝土曲线箱梁的双重非线性耦合
引用本文:李长凤,杜文学,周莉.钢筋混凝土曲线箱梁的双重非线性耦合[J].黑龙江科技学院学报,2008,18(5).
作者姓名:李长凤  杜文学  周莉
作者单位:黑龙江科技学院,建筑工程学院,哈尔滨,150027
基金项目:黑龙江省教育厅科学技术研究项目
摘    要:为了分析钢筋混凝土曲线箱梁的非线性力学性能,提出了钢筋混凝土曲线箱梁双重非线性耦合方法.该方法采用虚拟层合板壳单元,综合考虑曲线箱梁的材料非线性和几何非线性,得到了应力-应变、位移-应变的非线性关系.在中心荷栽作用下,以一简支钢筋混凝土曲线箱梁为例加以验证.结果表明:该方法所得结果与实验值吻合较好,能够有效地反映该类结构的受力性能和破坏过程.

关 键 词:曲线箱梁  双重非线性耦合  虚拟层合板壳单元

Double nonlinear coupling analysis of reinforced concrete curve box girder
LI Changfeng,DU Wenxue,ZHOU Li.Double nonlinear coupling analysis of reinforced concrete curve box girder[J].Journal of Heilongjiang Institute of Science and Technology,2008,18(5).
Authors:LI Changfeng  DU Wenxue  ZHOU Li
Institution:LI Changfeng,DU Wenxue,ZHOU Li(College of Civil Engineering,Heilongjiang Institute of Science , Technology,Harbin 150027,China)
Abstract:This paper proposes a method of double nonlinear coupling analysis to treat the nonlinear mechanical performance of reinforced concrete curve box girder.The method involves the use of Virtual Laminated Plate-Shell Element to analysis of material and geometrical nonlinear properties of curve box girder and the nonlinear relations of stress-strain and strain-displacement.The use of the method to the analysis of a simply supported concrete curve box girder,subjected to the centered load,proves that the method,...
Keywords:Curve box girder  double nonlinear coupling  virtual laminated element  
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