计算力学学报2017，Vol.34Issue(3)：397-402,6.DOI:10.7511/jslx201703019
横向力作用下悬臂梁固定端应力分布研究
Stress distribution at the fixed end of a cantilever beam under lateral force
郭翠云 1王昊 1朱炳麒1
作者信息
- 1. 河海大学 机电工程学院,常州 213022
- 折叠
摘要
Abstract
In the Hamilton system of plane elasticity,using analytic method and taking the solution that covered by the Saint Venant Principle into account,the problem of the stress distribution of a cantilever beam subjected to lateral force at its free end is studied and its solution is attained.The results prove that symplectic analytic method is effective,and by using this method ,various complicated boundary conditions can be handled better.Therefore,compared with traditional semi-inverse method,the analytic method has unique advantages including higher computational accuracy.This symplectic analytic method also has guiding significance for the study of other boundary problems.关键词
Hamilton体系/悬臂梁/横向力/固定端/应力分布Key words
Hamilton system/cantilever beam/lateral force/fixed end/stress distribution分类
数理科学引用本文复制引用
郭翠云,王昊,朱炳麒..横向力作用下悬臂梁固定端应力分布研究[J].计算力学学报,2017,34(3):397-402,6.
