Localized buckling of laminated cylindrical shells with low reduced shear modulus under non-uniform axial compression

Author:

Mikhasev Gennadi1,Mlechka Ihnat1

Affiliation:

1. Department of Bio- and Nanomechanics; Belarusian State University; 4 Nezavisimosty Ave. 220030 Minsk Belarus

Funder

Seventh Framework Programme

Research Executive Agency

Publisher

Wiley

Subject

Applied Mathematics,Computational Mechanics

Reference57 articles.

1. Multilayered shell theories accounting for layerwise mixed description. Part 1: Governing equations;Carrera;AIAA J.,1999

2. Developments, ideas, and evaluations based upon Reissners mixed variational theorem in the modeling of multilayered plates and shells;Carrera;Appl. Mech. Rev.,2001

3. Buckling analysis, design and optimisation of variable-stiffness sandwich panel;Coburn;Int. J. Solids Struct.,2016

4. A new theory for the buckling of thin cylinders under axial compression and bending;Donnell;Trans. ASME.,1934

5. Effect of imperfections on the buckling of thin cylinders and columns under axial compression;Donnel;J. Appl. Mech. (ASME),1950

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