BIPARAMETRIC PERTURBATION SOLUTIONS OF LARGE DEFLECTION PROBLEM OF CANTILEVER BEAMS

被引：0
|
作者：
何晓婷
陈山林
机构：
[1] P. R. China
[2] Faculty of Civil Engineering Chongqing University Chongqing 400045
来源：
AppliedMathematicsandMechanics(EnglishEdition) | 2006年 / 04期
关键词：
cantilever beam; large deflection; pseudolinear; biparametric perturbation;
D O I：
暂无
中图分类号：
TU311.4 [计算方法];
学科分类号：
摘要：
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. This kind of substitution can transform the basic equation, an integral differential equation into nonlinear algebraic ones, thus simplify computational process. Compared with present results, it indicates that the large deflection problem solved by using pseudolinear analysis can lead to simple and precise results.
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页码：453 / 460
页数：8
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