A computationally efficient method for the buckling analysis of shells with stochastic imperfections

Author:

Papadopoulos Vissarion,Charmpis Dimos C.,Papadrakakis Manolis

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Computational Mathematics,Computational Theory and Mathematics,Mechanical Engineering,Ocean Engineering,Computational Mechanics

Reference35 articles.

1. Koiter WT (1963) The effect of axisymmetric imperfections on the buckling of cylindrical shells under axial compression. Prc Koninkl Nederl Akademie van Wetenschappen 66(B): 265–279

2. Arbocz J, Babcock CD Jr (1969) The effect of general imperfections on the buckling of cylindrical shells. J Appl Mech 36(1): 28–38

3. Hoff NJ, Soong TC (1969) Buckling of axially compressed circular shells with non-uniform boundary conditions. In: Proc symposium on thin-walled structures their design and use in building, University College of Swansea, pp 61–80

4. Libai A, Durban D (1977) Buckling of cylindrical shells subjected to non-uniform axial loads. ASME paper WA/APM-12

5. Palassopoulos GV (1977) Buckling analysis and design of imperfection sensitive structures. In: Haldar A, Guran BM, Ayyub (eds) Uncertainty modeling in finite element, fatigue and stability of systems, vol 9. World Scientific publishing Company, Singapore, Series on stability, Vibration and Control of System Series B, pp 311–356

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