摘要
应用Fourier-Bessel级数方法求解了周边简支Reissner型厚圆板受偏心集中力的非轴对称弯曲问题。挠度解以级数形式给出。文中给出了算例。
In this paper,the bending problem of a Reissner thick circular plate with simple supported edges and loaded by an eccentric concentrated force is discussed and solved by using the Fourier-Bessel series.The deflection is expressed in series form.Numerical examples are presented in comparison with the corresponding solutions of classical thin plate theory.
出处
《贵州工业大学学报（自然科学版）》
2000年第4期17-22,共6页
Journal of Guizhou University of Technology(Natural Science Edition)
