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大挠度弯曲薄板的驻值和最小余能原理
引用本文:付宝连. 大挠度弯曲薄板的驻值和最小余能原理[J]. 燕山大学学报, 2003, 27(2): 100-103
作者姓名:付宝连
作者单位:燕山大学建筑工程与力学学院,秦皇岛 066004
摘    要:将有限变形的驻值余能原理和最小余能原理应用于大挠度弯曲薄板,给出了大挠度弯曲薄板的驻值余能原理和最小余能原理。

关 键 词:大挠度弯曲薄板 驻值余能原理 最小余能原理 有限变形
修稿时间:2001-09-06

The Stationary and Minimum Complementary Energy Principles of Bending of Thin Plates for Large Deflections
Affiliation:(Fu Baolian),(The College of Architecture Engineering and Mechanics,YanshanUniversity,Qinhuangdao 066004)
Abstract:The stationary and minimum complementary energy princtples for finite deformations are applied to the bending of thin plates for large deflections in this paper, and the stationary and minimum complementary energy principles of bending of thin plales for large deflections are given.
Keywords:bending of thin plates for large deflections   stationary complementary energy principle   minimum complementary energy principle.
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