Influence of geometric imperfections on the load capacity of orthotropic stiffened and composite shells of revolution with arbitrary meridians and boundary conditions-Reference-Cited by-同舟云学术

Influence of geometric imperfections on the load capacity of orthotropic stiffened and composite shells of revolution with arbitrary meridians and boundary conditions

Published:1995 Issue:1-4 Volume:23 Page:237-254
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Rittweger A.,Schermann Th.,Reimerdes H.-G.,Öry H.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Statik, Stabilitat and Eigenschwingungen anisotroper Rotationsschalen beliebigen Meridians mit der Obertragungsmatrizen-Methode;Rittweger,1992

2. Stability-analysis of elastic shells of revolution with the transfer-matrix-method;Rittweger,1991

3. The effect of axisymmetric shape imperfections on the buckling of laminated anisotropec circular cylinders;Tennyson;C.A.S.I. — Trans.,1971

4. Comparison of Level-l and Level-2 buckling and postbuckling solution;Arbocz,1992

5. Buckling and postbuckling of anisotropic shells;Geier,1987

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