双参数弹性地基上自由边矩形板的弯曲稳定和振动  

The Bending Stability and Vibration Rectangular plate With Free Edges On The Two-Parameters Elastic Foundation

作　　者：王孝国[1] 罗丕茂 

机构地区：[1]云南工学院 [2]南充交通局

出　　处：《重庆交通学院学报》1993年第3期89-95,共7页Journal of Chongqing Jiaotong University

摘　　要：本文首次提出一条挠曲函数,它严格满足弹性地基上自由边矩形板的全部内力、几何边界条件然后,运用变分法对双参数弹性地基上自由边矩形板的弯曲、稳定和振动问题进行求解。此法计算过程简捷,精度高,适宜在工程计算中推广。文中还顺便改进了Winkler弹性地基上自由边矩形板的已有结果。In this study, a flexural function is presented. Which Satisfies all the boundary conditions of the restangular plates with free edges on elastic foundation, the bending. Stability and vibration of free rectangular plate on the two-parameters elastic foundation are analyzed by the variational principle. This method is fast and simple to be used and with very high accuracy which is worthy of being extended in engineeriy In this peper, the previous results of free rectangular plate on the winker elastic foundation have also been improved.

关 键 词：弹性地基 自由边矩形板 挠曲函数 

分 类 号：TU471.2[建筑科学—结构工程]