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.
利用拟线析
法中的一阶导数代换对基本
程进行了简化处理,将基本的微
程转化为非线
代数
程组,并
参数摄动研究了悬臂梁的大挠度问题。