摘要
视连续配筋路面（ＣＲＣＰ）为复合材料，用细观力学方法分析了ＣＲＣＰ各向工程弹性常数，并运用非对称层合板的各向异性经典理论，建立了温克尔地基上路面板的平衡微分方程组。通过对垂向荷载作二维傅立叶级数展开，获得了平衡方程组的解，并给出了算例。
In this paper,CRCP was regarded as a kind of composite meterial,its anisotropic elastic constants were analysed by method of micromechanics.By using the classical anisotropic thoery of antisymmetric composite plate,the equilibrium equations of pavement on Winkler foundation were established,and in the case of vertical load expressed by double Fourier's series,solutions of the equations were obtained. An example was also given.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1998年第6期78-82,共5页
Chinese Journal of Geotechnical Engineering
