Buckling analysis of cylindrical shells with cutouts including random boundary and geometric imperfections

Author:

Schenk C.A.,Schuëller G.I.

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference20 articles.

1. C.C. Rankin, F.A. Brogan, W.A. Loden, H.D. Cabiness. STAGS (STructural Analysis of General Shells) User Manual, LMSC P032594, Version 3.0. Lockheed Martin Missiles and Space Co., Inc., Palo Alto, CA, USA, 1998.

2. J. Arbocz, H. Abramovich. The initial imperfection data bank at the delft university of technology, Part 1. Technical Report LR-290, Delft University of Technology, Department of Aerospace Engineering, December 1979.

3. The effect of imperfect boundary conditions on the collapse behavior of anisotropic shells;Arbocz;Int. J. Solids Struct.,2000

4. Buckling of shells with cutouts, experiment and analysis;Almroth;Int. J. Solids Struct.,1972

5. Buckling behavior of compression-loaded quasi-isotropic curved panels with a circular cutout;Hilburger;Int. J. Solids Struct.,2001

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