摘要
本文根据Rcissncr平板理论,提出了矩形中厚板弯曲问题的解答,应用本文中的(5)、(9)式,可求解通常边界条件下,承受横向均布力q_0以及承受横向均布力和板边法向弯矩等组合荷载共同作用下的矩形中厚板的弯曲问题,而且使这类问题的解答规律化。
In this paper, in accordance with E. Rcissuct's plate-bending theory, analytical solutions of bending problems of rectangular plates of moderate thickness arc presented. By the use of Eqs. (5) and (9) in this paper, bending problems of above mentioned plates with various boundary conditions undr the action of lateral uniform loading, and under the combined action of lateral uniform loading and edge bending moment may be solved. In the paper, authors give out the regularity of these analytical solutions for the mentioned bending problem.
出处
《上海力学》
CSCD
1994年第1期37-46,共10页
Chinese Quarterly Mechanics
关键词
板抗弯强度
平板理论
矩形板
弯曲
Reissncr plate theory, Lateral shear deformations. Plates of moderate thick- ness.
