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

Journal of Chongqing Jiaotong University(Natural Science) ›› 1995, Vol. 14 ›› Issue (4): 28-35.

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Analysis of Temperature Curling Stress on Concrete Pavement

Zhou Huxin1,Chen Rongsheng1,He Zhaoyi2   

  1. 1.Southeast University, Nanjing;2.Chongqing Jiaotong Institute
  • Received:1995-03-13 Revised:1995-03-13 Online:1995-12-15 Published:2015-04-15

水泥砼路面温度翘曲应力分析

周虎鑫1,陈荣生1,何兆益2   

  1. 1.东南大学交通学院;2.重庆交通学院道路工程系
  • 作者简介:周虎鑫,男,32岁,博士生

Abstract: This paper studies westergaard and finite-element method to calculate curling stress. Using finite-element program CTO5, curling stress on concrete pavement is calculated. The relationship between thecurl ing stress and subgrade parameters is obtained,and the effect of the slab length and width on thecurling stress is analyed,the results have practical value to the design and construction of concrete pave-ment.

Key words: concrete pavement, temperature curling stress, subgrade and pavement, finite-element

摘要: 本文首先对威斯特卡德计算温度翘曲应力方法与有限元方法进行了对比研究,其次运用温度翘曲应力有限元程序CTO5计算了水泥砼路面的温度翘曲应力,得出了温度翘曲应力与水泥砼路面的基层材料参数间的相互关系。并在此研究的基础上,分析了水泥砼路面的分块对温度翘曲应力的影响,其结论可供设计、施工单位参考。

关键词: 水泥砼, 温度翘曲应力, 路基路面, 有限元

CLC Number: