摘要
本文引入近似粱函数获得四边简支的弹性地基上的薄板和正交各向异性的薄板的近似解,做为多项式挠度函数的选取,结果良好。
In this paper,the author introduces the approxinate functions as the multinomial deflection.The approximate solution of the isotropic plate on elastic foundations and the orthotropic plate is given.Satisfactory results will be obtained.
出处
《洛阳工学院学报》
1990年第1期9-13,共5页
Journal of Luoyang Institute of Technology
关键词
薄板
各向异性
挠曲
弹性地基
计算
thin plate
deflection
beam function
elastic foundation
orthotropy.
