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Dynamic buckling of columns considering shear deformation and rotary inertia

Ghorashi, M ; Sharif University of Technology | 2001

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  1. Type of Document: Article
  2. Publisher: 2001
  3. Abstract:
  4. The individual and combined effect of shear deformation and rotary inertia on the columns was discussed. It was shown that the shear deformation effect always tends to reduce the buckling load. It was observed that rotary inertia for supported columns has no effect on the buckling load. The critical buckling load of perfect columns subjected to static axial loading was calculated using the Euler-Bernoulli theory
  5. Keywords:
  6. Column ; Dynamic buckling ; Rotary inertia ; Shear deformation
  7. Source: Proceedings of the Eight International Conference on Civil and Structural Engineering Computing, Vienna, 19 September 2001 through 21 September 2001 ; 2001 , Pages 75-76 ; 0948749768 (ISBN)