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悬臂半无限大板弯曲的边界积分公式
BOUNDARY INTEGRAL FORMULA FOR BENDING OF CLAMPED SEMI-INFINITE PLATE
【摘要】 根据双调和方程边值问题的边界积分公式,求得了一般载荷作用下悬臂半无限大板的弯曲解,在此基础上求解了不同边界条件下几种半无限大板的弯曲问题.其解式收敛速度快、计算精度高,计算过程相对简单,并与相应有限元解进行了对比分析.
【Abstract】 Based on the boundary integral formula for the boundary value problems of bi-harmonic equations,genernal bending solutions to clamped semi-infinite plates under arbitrary lateral loads are obtained. Then, some bending problems of clamped semi-infinite plates with different boundary conditions are solved. These solutions are with higher convergence and computational accuracy together with a relatively simple calculation processr. Comparison with the finite element results is conducted finally.
【关键词】 悬臂半无限大板;
边界积分公式;
非对称弯曲;
Green函数;
【Key words】 clamped semi-infinite plate; boundary integral formula; non-symmetric bending; Green function;
【Key words】 clamped semi-infinite plate; boundary integral formula; non-symmetric bending; Green function;
【基金】 国家重点基础研究发展计划(2007CB209400);国家自然科学基金项目(50774077)、(50774081)资助
- 【文献出处】 固体力学学报 ,Chinese Journal of Solid Mechanics , 编辑部邮箱 ,2009年01期
- 【分类号】O302
- 【下载频次】128