An Experimental Study of Imperfection-Sensitivity in the Interactive Buckling of Stiffened Plates

Author:

Thompson J. M. T.,Tulk J. D.,Walker A. C.

Publisher

Springer Berlin Heidelberg

Reference9 articles.

1. van der Neut, A.: The Interaction of Local Buckling and Column Failure of Thin-Walled Compression Members. Proc. XII Internat. Cong. Appl. Mech., Stanford. Berlin, Heidelberg, New York: Springer 1968.

2. Thompson, J. M. T.; Lewis, G. M.: On the Optimum Design of Thin-Walled Compression Members. J. Mech. Phys. Solids 20, 101 (1972).

3. Koiter, W. T.; Kuiken, G. D. C.: The Interaction between Local Buckling and Overall Buckling on the Behaviour of Built-up Columns. Ppt. No. 447, Laboratory of Engineering Mechanics, Delft, May 1971.

4. Thompson, J. M. T.; Supple, W. J.: Erosion of Optimum Designs by Compound Branching Phenomena. J. Mech. Phys. Solids 21, 135 (1973).

5. Tvergaard, V.: Imperfection-Sensitivity of a Wide Integrally Stiffened Panel under Compression. Int. J. Solids Structures 9, 177 (1973).

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2. Asymptotic and Probabilistic Approach to Buckling of Structures and Materials;Applied Mechanics Reviews;2008

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4. Michael Thompson: His Seminal Contributions to Nonlinear Dynamics – and Beyond;Nonlinear Dynamics;2006-01

5. Postbuckling of Stiffened Panels Using Strut, Strip, and Finite Element Methods;AIAA Journal;2003-06

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