Under Uniformly Distributed Load are Fixed on one Side (Simple) on the Edge Simply Supported and Fixed Half Bending of Rectangular Plates

Author:

Chen Ying Jie1,Fu Bao Lian1,Wang Liang2,Wu Jie1

Affiliation:

1. Yanshan University

2. Teqinyizhongdui of the Police Fire Control Team of Hengshui

Abstract

In this paper mixed variable method is generalized to solve the problem of bending of the rectangular plate with one side is fixed (simple) on the edge simply supported and fixed half under the action of a uniformly distributed load. Gives the surface deflection equation and a chart, the chart can be directly applied to engineering practice.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Baolian Fu, Elastic mechanics of energy principle and its application. Beijing. Science press. (2004).

2. Baolian Fu, Applications of reciprocal theorem to solving the equations of deflection surface of rectangular plates with various edge conditions, Appl. Math. and Mech., 3(1982) pp.353-364.

3. Yingjie Chen, Forced vibration trilateral fixed side and one side free plate under the action of centralized harmonic bearing. Power and control journal. (2005).

4. Xiong Liu, Bin Liang, Huanran Yu. The bending of isosceles triangle plate. Science journal of Gansu. (2001).

5. Xiang liu, Xiguang Cui, Shuani Wang, Comparison of solution of deflection uniform distributed loads rectangular plate.

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