Determination of Buckling Loads and Mode Shapes of a Heavy Vertical Column under its Own Weight Using the Variational Iteration Method

被引:0
|
作者
Okay, Fuad [1 ]
Atay, Mehmet Tarik [2 ]
Coskun, Safa Bozkurt [1 ]
机构
[1] Kocaeli Univ, Dept Civil Engn, TR-41380 Kocaeli, Turkey
[2] Nigde Univ, Dept Math, TR-51245 Nigde, Turkey
关键词
Variational iteration method; Buckling; Heavy column; Elastic stability; STABILITY ANALYSIS; EULER COLUMNS; FLEXURAL STIFFNESS; ASYMPTOTIC METHODS; BARS; EQUATIONS; BEAM;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper applies the variational iteration method for finding buckling loads and mode shapes of a heavy column. The study shows efficiency of the method and accuracy of the obtained analytic approximate solution.
引用
收藏
页码:851 / 857
页数:7
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