摘要
在不同边界条件下的矩形薄板，采用加权残值法求得沿对角线作用分布载荷时的挠度表达式和最大挠度，并编制了程序进行计算，从而得到比较满意的结果。
In this paper, the formula for calculating the deflection and the maximum deflection of rectangular plate with different boundary condition under the distributed load located along the diagonal line was derived. A calculation program was worked out. Satisfactory results were attained.
基金
国家自然科学基金
关键词
矩形
加权残值法
挠度
薄板
Rectangular plate
Weighted residual method
Deflection
