pseudolinear

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中一阶导对基本方程进行了简处理,将基本微分积分方程转为非线性方程组,并结合双参摄动研究了悬臂梁度问题。