Determination of Buckling Loads and Mode Shapes of a Heavy Vertical Column under its Own Weight Using the Variational Iteration Method
INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, cilt.11, sa.10, ss.851-857, 2010 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 11 Sayı: 10
- Basım Tarihi: 2010
- Dergi Adı: INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
- Sayfa Sayıları: ss.851-857
- Anahtar Kelimeler: Variational iteration method, Buckling, Heavy column, Elastic stability, STABILITY ANALYSIS, EULER COLUMNS, FLEXURAL STIFFNESS, ASYMPTOTIC METHODS, BARS, EQUATIONS, BEAM
- Kocaeli Üniversitesi Adresli: Evet
Özet
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.