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本文把中的方法用于单连通角铺设层合板的弯曲分析,多组算例表明了此法有较好的收敛性,卽使对板的内力,也往往能以较少的侍定系数及配点获得令人满意的结果。
In this paper, the method is applied to the bending analysis of a single-connected corner laying laminate. The results show that this method has better convergence, and the internal forces on the plate can also be reduced with less paternity coefficient and Get points with satisfactory results.