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采用复级数构造出Winkler弹性地基上矩形板弯曲问题的一般解析解 ,形式简单 ,位移和内力形式统一 ,可应用于各种连续边界条件 并对四边固定的矩形板在均布荷载作用下的弯曲问题进行了计算 结果表明本文复级数解析解具有良好的收敛性
The general analytical solution of the rectangular plate bending problem on the Winkler elastic foundation is constructed by the complex series. The method is simple in form and uniform in form of displacement and internal force. It can be applied to various continuous boundary conditions. The bending problem is calculated and the result shows that the analytical solution of complex series has a good convergence