摘要
采用一种统一求解方法，求解出一对边支承，另一对边自由的矩形板在板面均布荷载、三角形分布荷载、板边局部或集中荷载作用下的弯曲解。计算表明这种解法收敛快，计算精度高。
In this paper,a uniform method is unitized to solve the problems in relation to the bending of three rectangular plate with two opposite edges supported and two edges free are resolved under various loads.The results show that the method has the advantages of rapid convergence and high precision.
出处
《郑州工业大学学报》
1998年第4期46-50,共5页
Journal of Zhengzhou University of Technology
基金
河南省自然科学基金
关键词
薄板
弯曲
边界条件
矩形板
集中荷载
Bending of elastic plate
boundary conditions
uniform solution
