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基于有限元法的混凝土梁桥沥青铺装结构力学分析
引用本文:李明国,梁东平,牛晓霞,鲁昌河.基于有限元法的混凝土梁桥沥青铺装结构力学分析[J].广东公路交通,2012(3):1-5,13.
作者姓名:李明国  梁东平  牛晓霞  鲁昌河
作者单位:广东华路交通科技有限公司,广州,510420
基金项目:广东省交通运输厅科技项目(2008-13)
摘    要:以高速公路混凝土梁桥沥青混凝土桥面铺装为研究对象,以弹性力学为理论基础,采用ANSYS有限元软件建立了混凝土梁桥沥青混凝土桥面铺装整体结构模型,将实体子午线轮胎模型运用到桥面铺装结构分析中,同时考虑了轴重和胎压对结构受力的影响,研究了多因素条件下混凝土梁桥沥青混凝土桥面铺装结构的应力敏感性,为复合桥面铺装结构设计提供参考依据。

关 键 词:有限元法  轮胎模型  应力敏感性

Mechanical Analysis on Asphalt Deck Pavement Structure of Concrete Beam Bridge with Finite Element Method
LI Ming-guo,LIANG Dong-ping,NIU Xiao-xia,LU Chang-he.Mechanical Analysis on Asphalt Deck Pavement Structure of Concrete Beam Bridge with Finite Element Method[J].Guangdong Highway Communications,2012(3):1-5,13.
Authors:LI Ming-guo  LIANG Dong-ping  NIU Xiao-xia  LU Chang-he
Institution:(Guangdong Hualu Transport Technology Co.,Ltd.,Guangzhou 510420)
Abstract:This paper,taking the asphalt concrete bridge deck pavement of expressway concrete beam bridge as the study object,by using elastic mechanics theory,use ANSYS finite element software to build up overall structural model of asphalt concrete bridge deck pavement of concrete beam bridge,with solid tire model being applied to the analysis of bridge deck pavement structure,taking into account the influence on the structure stress by axle load and tire pressure,the stress sensitivity of asphalt concrete bridge deck pavement of concrete beam bridge under multi-factors condition has been studied,which could provide references for the composite bridge deck pavement structure design.
Keywords:finite element method  tire model  stress sensitivity
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