摘要
本文用修正迭代法研究了弹性地基上变厚度圆板在集中载荷下的非线性弯曲问题,得到了二次渐近解。
In this paper, the nonlinearly bending problems of circular plates with variable thickness on elastic foundations under central concentrated load is investigated by use of the modified iteration method, and a second order asymptotic sulution is derived.
基金
江苏化工学院科技发展基金资助项目
