Copy For Citation
Okay F., ATAY M. T., COŞKUN S. B.
INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, vol.11, no.10, pp.851-857, 2010 (SCI-Expanded)
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Publication Type:
Article / Article
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Volume:
11
Issue:
10
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Publication Date:
2010
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Journal Name:
INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION
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Journal Indexes:
Science Citation Index Expanded (SCI-EXPANDED), Scopus
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Page Numbers:
pp.851-857
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Keywords:
Variational iteration method, Buckling, Heavy column, Elastic stability, STABILITY ANALYSIS, EULER COLUMNS, FLEXURAL STIFFNESS, ASYMPTOTIC METHODS, BARS, EQUATIONS, BEAM
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Kocaeli University Affiliated:
Yes
Abstract
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.