一边固定及一角点支承的矩形板在均布荷载作用下的弯曲解

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Bending Solution of a Rectangular Plate with One Edge Built-in and One Corner Point Supported Subjected to Uniform Load

1.
Zhengzhou Institute of Technology, Zhengzhou 450002, P. R. China;
2.
Survey and Design Institute, Henan Provincial Communications Planning, Zhengzhou 450052, P. R. China

摘要: 本文采用叠加法求出一边固定及一角点支承的矩形板在均布荷载作用下的弯曲解答,计算表明这种解法收敛速度快,计算精度高。
- 弹性薄板弯曲 /
- 矩形板 /
- 均布荷载
Abstract: In this paper, using of the superposition principle. the bending solution ofrectangular plate with one edge built-in and one corner point supported subjected touniform load is derived. The results indicate the method has the advantages of rabid convergence and high precision.
- bending of elastic plate /
- rectangular plate /
- uniform load

[1]	S,铁摩辛柯,S.沃诺斯基著,《板壳理论》,科学出版社(1977).
[2]	张福范,《弹性薄板》(第二版),科学出版社(1984).
[3]	林小松、袁文伯,用双向三角级数法解悬臂矩形薄板在均布荷载下的弯曲,应用数学和力学,6(8)(1985),735-744.

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