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Optimal design of stiffened plates for buckling under in-plane forces and bending moments

Ghorashi, M ; Sharif University of Technology | 2001

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  1. Type of Document: Article
  2. Publisher: 2001
  3. Abstract:
  4. The optimal design of stiffened plates for buckling under in-plane forces and bending moments was presented. The virtual work principle was applied in order to calculate the buckling coefficient and the critical load factor of the stiffened plates. It was observed that the buckling coefficient is a function of the displacement coefficients
  5. Keywords:
  6. In-plane bending ; In-plane forces ; Large deflection ; Optimal design ; Optimal spacing ; Plate buckling ; Stiffened plates
  7. Source: Proceedings of the Eight International Conference on Civil and Structural Engineering Computing, Vienna, 19 September 2001 through 21 September 2001 ; 2001 , Pages 83-84 ; 0948749768 (ISBN)