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对FRP筋混凝土桥梁面板承载力性能的非线性有限元分析
引用本文:潘云锋,郑愚,于国友.对FRP筋混凝土桥梁面板承载力性能的非线性有限元分析[J].玻璃钢/复合材料,2011(5):95-101.
作者姓名:潘云锋  郑愚  于国友
作者单位:1. 东莞理工学院建筑工程系,广东 523808;华南理工大学土木工程系,广州 510640
2. 东莞理工学院建筑工程系,广东,523808
基金项目:国家自然科学基金(50908055); 广东省自然科学基金(10451170003004151); 广东省交通厅科技计划(2009-02-017); 东莞市科技计划(200910814049)
摘    要:为了研究FRP筋混凝土梁面板的承载能力,采用了大型商用软件ABAQUS对Sherif EI-Gamal等的钢混桥梁模型进行了数值模拟。将非线性有限元计算结果同试验结果进行对比分析,非线性有限元的计算结果与试验结果吻合良好。基于数值模准确的分析结果,对结构体系中的压缩薄膜效应进行了分析,并开展了一系列的参数学习,包括混凝土强度、支撑梁刚度以及横隔梁。分析结果表明,压缩薄膜效应对FRP筋混凝土桥面板的承载能力有显著的影响。

关 键 词:FRP筋  混凝土桥梁面板  有限元

FINITE ELEMENT ANALYSIS OF PANEL CAPACITY IN FRP REINFORCED CONCRETE BRIDGE
PAN Yun-feng,ZHENG Yu,YU Guo-you.FINITE ELEMENT ANALYSIS OF PANEL CAPACITY IN FRP REINFORCED CONCRETE BRIDGE[J].Fiber Reinforced Plastics/Composites,2011(5):95-101.
Authors:PAN Yun-feng  ZHENG Yu  YU Guo-you
Affiliation:PAN Yun-feng1,2,ZHENG Yu1,YU Guo-you1(1.Department of Architectural Engineering,Dongguan University of Technology,Dongguan 523808,China,2.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China)
Abstract:In the investigation of ultimate strengths in FRP reinforced concrete bridge deck slabs,a commercial software named ABAQUS was used to establish the numerical model for steel-concrete composite bridge tests by Sheriff EI-Gamal et al.In the comparison of nonlinear finite element analysis and experimental tests,numerical results showed good accordance with those from experimental tests.According to the accurate validation,the analysis of compressive membrane action in this structural type were developed with ...
Keywords:FRP bars  concrete bridge deck slabs  finite element analysis  
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