[1]陈云鹤,杨树才,顾海艳,等.温克尔地基上连续对称配筋路面的荷载应力[J].东南大学学报(自然科学版),1999,29(2):81-86.[doi:10.3969/j.issn.1001-0505.1999.02.016]
 Chen Yunhe,Yang Shucai,Gu Haiyan,et al.Load Stress in Continuously and Symmetrically Reinforced Concrete Pavement on Winkler Foundation[J].Journal of Southeast University (Natural Science Edition),1999,29(2):81-86.[doi:10.3969/j.issn.1001-0505.1999.02.016]
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温克尔地基上连续对称配筋路面的荷载应力()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
29
期数:
1999年第2期
页码:
81-86
栏目:
交通运输工程
出版日期:
1999-03-20

文章信息/Info

Title:
Load Stress in Continuously and Symmetrically Reinforced Concrete Pavement on Winkler Foundation
作者:
陈云鹤 杨树才 顾海艳 刘艇
东南大学交通学院,南京 210096
Author(s):
Chen Yunhe Yang Shucai Gu Haiyan Liu Ting
Transportation College, Southeast University, Nanjing 210096
关键词:
连续配筋路面 正交各向异性 复合材料 细观力学 温克尔地基
Keywords:
CRCP normal anisotropic character Winkler foundation micromechanics composite material
分类号:
U416.216
DOI:
10.3969/j.issn.1001-0505.1999.02.016
摘要:
把沿厚度对称连续配置正交钢筋网格的路面板视为正交各向异性板,根据有关理论给出了路面板在温克尔地基上的基本微分方程,通过对荷载作三角级数、傅立叶级数展开,求解了该方程并得到了路面板的应力.
Abstract:
In this paper, the pavement fitted with continuously and symmetrically reinforced normal mesh was regarded as normal anisotropic plate. Based on relative theories, a basic equilibrium equation of pavement on Winkler foundation was given. Through the expression of triangle series and one-dimension Fourier’s progression for vertical load, the solutions of the equation and inner stress of pavement were obtained.

参考文献/References:

[1] 罗祖道,李思简.各向异性材料力学.上海:上海交通大学出版社,1994
[2] 李顺林.复合材料力学引论.上海:上海交通大学出版社,1986
[3] 朱照宏,王秉纲,郭大智.路面力学计算.北京:人民交通出版社,1985
[4] 邓学钧,陈荣生.刚性路面设计.北京:人民交通出版社,1990

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备注/Memo

备注/Memo:
第一作者:男,1969年生,博士研究生,工程师.
更新日期/Last Update: 1999-03-20