Variational derivation of the dynamic equilibrium equations of nonprismatic thin-walled beams defined on an arbitrary coordinate system

被引：5

作者：

Chen, CN ^{[1
]}

机构：

[1] Natl Cheng Kung Univ, Dept Naval Architecture & Marine Engn, Tainan 70101, Taiwan

来源：

MECHANICS OF STRUCTURES AND MACHINES | 1998年 / 26卷 / 02期

关键词：

D O I：

10.1080/08905459808945428

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

In this paper, Hamilton's principle is used to derive the dynamic equilibrium equations of thin-walled beams of generic section. The displacements are defined on an arbitrarily selected coordinate system. For Hamilton's principle, the dynamic behavior of thin-walled nonprismatic beams is characterized by two energy functions: a kinetic energy and a potential energy. The formulation uses the procedure of variational operations. The obtained dynamic equilibrium equations and natural boundary conditions are highly coupled. Though it is difficult or impossible to find the closed-form solution of the derived differential equation system, certain inverse or numerical methods can be used to solve it.

引用

页码：219 / 237

页数：19

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