摘要
应用功的互等定理法求解了在均布载荷作用下四边简支厚矩形板的弯曲问题．与积分法比较结果完全一致．说明本法是简便正确的．同时还指出了某些文献中存在的问题．
The reciprocal theorem method was used to solve the bending problemof thick rectangular plate with simple supported all four edges under uniformly losd. Compared with integral method. the solution derived from this some, it is proved that the method is correct are simple. Meanwhile. some problems in references is also pointed out.
关键词
厚矩形板
弯曲
均布载荷
reciprocal theorem method
bending of thick rectangular plate
basic solution
