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复合浇筑式沥青钢桥面铺装层力学计算

朱华平 李国芬 曹牧 王宏畅

中国工程科学Issue(8):60-62,88,4.
中国工程科学Issue(8):60-62,88,4.

复合浇筑式沥青钢桥面铺装层力学计算

Mechanical study of steel bridge deck pavement with composite guss asphalt materials

朱华平 1李国芬 1曹牧 1王宏畅2

作者信息

  • 1. 南京林业大学土木工程学院,南京 210037
  • 2. 江苏省交通规划设计院股份有限公司,南京 210005
  • 折叠

摘要

Abstract

At present,the diseases of steel bridge deck pavement in long-span bridge are still very com-mon,and steel bridge deck pavement has become a difficult problem of long-span bridge development. The stress analysis of compound casting type asphalt pavement was made using the finite element method. Taking the orthotropic steel deck and the pavement as a whole,a finite element model was established which can be used to study the stress and strain features of the surfacing layer.

关键词

道路工程/钢箱梁/有限元模型/应力/应变特性/动力响应

Key words

highway engineering/steel box girder/finite element model/stress and strain property/dynamic response

分类

交通工程

引用本文复制引用

朱华平,李国芬,曹牧,王宏畅..复合浇筑式沥青钢桥面铺装层力学计算[J].中国工程科学,2013,(8):60-62,88,4.

基金项目

住房和城乡建设部科技项目 ()

中国工程科学

OA北大核心CSTPCD

1009-1742

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