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有限元法平面应力分析,根据线性有限元理论对受有两种种不同荷载的平面板件进行静力分析,将结构离散为多个矩形四节点单元。分别建立每个单元的单元刚度矩阵和节点荷载列阵,根据刚度集成法建立了结构的总刚度矩阵和节点荷载列阵,得出结构的平衡方程,并用对角线元素置一法引入边界条件,用高斯消元法求解平衡方程。最后编写C程序求解此问题,并通过与手算的比较验证了程序的准确性,通过加密网格数量说明程序的通用性。

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