摘要
采用统一的计算模式解决了三边支承一边自由的６种矩形板在板面作用均布荷载、三角形分布荷载，自由边作用分布剪力、分布弯矩、集中力或集中弯矩，简支边作用分布弯矩或集中弯矩时的弯曲。计算表明：这种解法收敛速度快、计算精度高。
In this paper, using a computation pattern, the bending solution of six rectangular plates with three edges supported and one edge free are derived under the uniform load or distributed load on the plate, under the distributed shear or concentric load or distributed or concentric moment at the edge. The results indicate the method has the advantage of rapiadly converging and high precision.
出处
《郑州工业大学学报》
1997年第3期5-15,36,共12页
Journal of Zhengzhou University of Technology
基金
河南省自然科学基金
