摘要
直接从三维弹性力学基本方程出发 ,导出 пастернак地基上横观各向同性叠层厚板的状态方程 ,给出任意荷载作用下状态方程解析解。此解包含 5个弹性常数 ,满足简支边界条件和控制方程。
Based on three-dimensional fundamental equations of elasticity,the state equation of anisotropic thick laminates is established on a пастернак foundation. An analytical solution of the state equation is presented under any loads.It contains five elastic constans,and satisfies simple supported edges and controlld equations.The method proved finally by an example is correct in this paper.
出处
《安徽建筑工业学院学报（自然科学版）》
2000年第4期14-18,共5页
Journal of Anhui Institute of Architecture(Natural Science)
基金
安徽省教委自然科学基金
