温克尔地基上连续对称配筋路面的荷载应力

Load Stress in Continuously and Symmetrically Reinforced Concrete Pavement on Winkler Foundation

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。

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.