摘要
应用功的互等定理,建立了小变形线弹性混合变量的第一余能(最小余能)原理和第二余能原理。以该原理为基础,给出了弯曲矩形板混合变量相关的两个余能原理。并且,应用第二余能原理计算了一复杂边界条件下矩形板的弯曲。
First and second principle of complementary energy with mixed variables of linear elasticity of small displacement theory are established by the use of the reciprocal theorem. On the basis of the two principles, two principles of complementary energy related to bending of rectangular plates are given. And the second principle is applied to calculation of bending of a rectangular plate with complicated boundary conditions.
出处
《燕山大学学报》
CAS
2009年第6期495-504,527,共11页
Journal of Yanshan University
关键词
弱容许应力
平衡弱容许位移
混合变量的最小余能原理
混合变量的第二余能原理
weakly admissible stress
weakly admissible displacement of equilibrium
principle of minimal complementary energy with mixed variables
second principle of complementary energy with mixed variables