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.

利线性分析方法中的一阶导数代换对基本方程进行了简处理,将基本的微分积分方程转为非线性代数方程组,双参数摄动研究了悬臂梁的大挠度问题。