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


Okay F., ATAY M. T., COŞKUN S. B.

INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, cilt.11, sa.10, ss.851-857, 2010 (SCI-Expanded) identifier

  • 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.