Determination of Buckling Loads of Tilted Buckled Column with Varying Flexural Rigidity Using Variational Iteration Method

Atay M. T.

INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, cilt.11, sa.2, ss.97-103, 2010 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 11 Sayı: 2
  • 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.97-103
  • Abdullah Gül Üniversitesi Adresli: Hayır

Özet

In this paper, Variational Iteration Method (VIM) is applied for finding buckling loads of a tilted buckled column with varying flexural rigidity, which is an important engineering problem in structural analysis and design considerations. In the cases where determination of exact solutions of tilt-buckling problems may not be possible, usage of this new technique will give researchers a powerful tool for determining them. This study shows the efficiency of the method and accuracy of the resulting analytic approximate solution for the problem.