层状横观各向同性地基上异性矩形薄板的弯曲解析解

选用更具广泛性的层状横观各向同性弹性地基模型，来分析四边自由各向异性矩形地基板的弯曲解析解。先基于直角坐标下横观各向同性体的静力胡海昌通解，借助双重傅里叶变换及矩阵传递法，获得层状横观各向同性地基的静力位移场和应力场；然后将异性薄板的弯曲控制方程，与基于层状横观各向同性弹性地基的位移解建立的板与地基变形协调方程相结合，先按对称性分解，再用三角级数法，得出层状横观各向同性弹性地基上四边自由各向异性矩形薄板的弯曲解析解，包括地基反力、板的挠度及板的内力的解析表达式。克服了数值法的弊端，取消了对地基反力的假设，且避免了矩阵指数函数的计算；同时考虑了地基的层状性及板和地基的各向异性，从而得到板的内力及地基反力更切实际的分布规律。算例结果与文献的有限元结果吻合良好，证明本文方法是切实可行的。

Bending analytic solutions of anisotropic rectangular plates with four free edges on the transversely isotropic elastic multilayered subgrade

In this paper,the bending solutions of anisotropic rectangular thin plate with four free edges on the transversely isotropic elastic multilayered subgrade were analyzed.First,based on Hu Haichang's theory and using Fourier transformation and transferring matrix method,both displacement and stress of the transversely isotropic elastic multilayered subgrade can be achieved.Then it combines the governing equation of bending of anisotropic rectangular thin plate with four free edges on the elastic foundation with deformation compatibility equation of the plate and foundation based on static integral transform solution of the displacement on the transversely isotropic elastic multilayered subgrade loaded with arbitrary vertical load.According to symmetrical decomposition and then using triangular series method,we obtained the analytical bending solution of anisotropic rectangular thin plate with four free edges on the transversely isotropic elastic multilayered subgrade.That is,the analytical expressions of the foundation reaction force,the deflection of the plate and the internal force of the plate were derived.It overcomes the drawbacks of the numerical method,cancels the assumptions of the ground reaction force,and avoids the calculation of the matrix exponential function; as well as considers the layer of the foundation and the difference between the plate and the foundation,so as to obtain more realistic distribution law of the internal force of the plate and the foundation reaction.The agreements between the numerical results and the literature results prove that the method in this paper is practical and achievable.