中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2004, Vol. 23 ›› Issue (6): 46-49.

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汽车超载对水泥砼路面破坏影响的力学机理分析

杨锡武,王东,张祖堂   

  1. 重庆交通学院土木建筑学院,重庆400074
  • 收稿日期:2003-11-03 修回日期:2004-02-03 出版日期:2004-12-15 发布日期:2015-05-18
  • 作者简介:杨锡武(1963—),男,云南鹤庆人,教授,博士生,主要从事路基路面工程的教学和科研工作。

The analysis of mechanics mechanism of overweight traffic effect on concrete pavement early failure

YANG Xi-wu, WANG Dong, ZHANG Zu-tang   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074,China
  • Received:2003-11-03 Revised:2004-02-03 Online:2004-12-15 Published:2015-05-18

摘要: 笔者在超载汽车调查的基础上,用有限元方法分析计算了不同超载轴重作用于砼板板角和1/2纵缝板边 处时砼板表面垂直位移和应力及基层顶面的垂直位移和应力,分析了超载车对砼路面使用寿命影响和引起砼路 面提前破坏病害的力学机理,其成果对超载条件下的砼路面结构设计与养护维修有重要参考价值。

关键词: 超载, 砼路面, 有限元, 力学机理

Abstract: A result of overweight traffic investigation is given in the paper. Based on the result of investigation, the stress and deformation in different position of concrete pavement slab under overweight traffic are calculated by finite element method. The concrete slab early failure mechanics mechanism under overweight traffic action is analyzed. It comes to a conclusion that fatigue life of concrete pavement lab will be reduced greatly under overweight traffic action.

Key words: overweight traffic, concrete pavement, finite, mechanics mechanism

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