摘要
应用Fourier-Bessel级数方法求解了Pasternak双参数地基上自由边Reiss ner型厚圆板受偏心集中力的弯曲问题。给出了算例 ,并与薄板理论的相应解作了对比。
In this paper,the Fourier Bessel series is used to solve the bending problem of a circular thick plate with free edges and loaded by an eccentric concentrated force on a Pasternak two parameter type foundation.The numerical examples are presented and compared with the corresponding solutions based on the classical thin plate theory.
出处
《贵州工业大学学报（自然科学版）》
2000年第5期1-6,共6页
Journal of Guizhou University of Technology(Natural Science Edition)
