【摘要】 在提出用和函数法求解弹性力学问题的基础上 ,对矩形板对边受力进行了应力分析。文中引进级数对该问题进行了详细解答 ,并与变分法结果进行了比较 ,证明该方法的正确性和适用性 ,这将扩展弹性力学解决工程实际问题应用的范围更多还原

【Abstract】 A new analytical method with sum function is introduced for solving problems of elasticity. The stress analysis of rectangular plate subjected to distributed load in diagonal edge has been performed. Furthermore, this paper gives out detailed solution about above problem by introducing triangle series. Meanwhile, the correction and suitability of the present method has been demonstrated in this paper through comparision with results of variation. The present method provides a more wide space of the practical engineering application of elasticity.更多还原