摘要
本文采用拟夹层板分析法来建立空腹夹层板的基本方程，并引入二个位移函数Ｆ和ｆ来表示三个广义位移。由于假定了计算中面的存在，将基本方程简化为关于Ｆ和ｆ的联立方程组，使问题得到圆满解决。
This paper adopts the sandwich plate analogy method to formulate the basic equation for open-web sandwich plate. Two displacement functions F and f are introduced to express the three generalized displacements. Since the compute central plane is availuable ,the basic differential equation is and transformed into the two simple equations for F and f. So this paper gives a statisfactory method for solving the problem of the open-web sandwich plate.
出处
《贵州工业大学学报（自然科学版）》
CAS
1997年第4期73-82,共10页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
空腹夹层板
剪切变形
拟夹层板分析法
楼盖体系
open-web sandwich plate
general displacement
shearing deformation
stimulated sandwich plate
