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水泥混凝土路面脱空影响的数值模拟分析

王其敏

路基工程Issue(3):55-59,5.
路基工程Issue(3):55-59,5.DOI:10.13379/j.issn.1003-8825.2017.03.11

水泥混凝土路面脱空影响的数值模拟分析

The Numerical Simulation Analysis of Pavement Slab with Cavity of Cement Concrete Pavement

王其敏1

作者信息

  • 1. 上海大学管理学院,上海200444
  • 折叠

摘要

Abstract

The fracture causes of cement concrete pavement and its development process and influence range are researched according to construction practice after analyzing bump at bridge-head,pavement slab with cavity and faulting of slab ends existing during operation of Nanjian-Qinzhou Section of Lanzhou-Haikou Expressway (G75) by 3D elastic and plastic FEM numerical simulation.The results show that the stress at the midpoint of the edges in three directions is changed irregularly;when the pavement slab with cavity reaches a certain state,the stress in three directions reaches the maximum.With the advancing of the analysis step,the stress finally reaches the steady state.

关键词

水泥混凝土路面/脱空/应力场/位移场/有限元数值模拟

Key words

cement concrete pavement/cavity/stress field/displacement field/finite element numerical simulation

分类

交通工程

引用本文复制引用

王其敏..水泥混凝土路面脱空影响的数值模拟分析[J].路基工程,2017,(3):55-59,5.

路基工程

1003-8825

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