摘要
假设切应力,采用半逆解法,推求应力函数的形式,然后求出应力分量.再考虑边界条件,求出积分常数,从而得到悬臂梁弹性力学应力解.最后比较了弹性力学解答和材料力学解,得出了一些有用的结论.
In this paper,I used semi-inverse method,assumed that shear stress,deduced the form of stress function,and then found the stress components.Considering the boundary conditions,solvered integral constants,obtained stress solutions to cantilever beam.Finally,compared the elastic stress solution with the mechanics of materials answers,drew some useful conclusions.
出处
《湖南城市学院学报(自然科学版)》
CAS
2010年第4期9-11,共3页
Journal of Hunan City University:Natural Science
关键词
悬臂梁
均布荷载
半逆解法
应力函数
cantilever beam
distributed load
semi-inverse method
stress function