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Parametric Study on the Response of Compression-Loaded Composite Shells With Geometric and Material ImperfectionsThe results of a parametric study of the effects of initial imperfections on the buckling and postbuckling response of three unstiffened thinwalled compression-loaded graphite-epoxy cylindrical shells with different orthotropic and quasi-isotropic shell-wall laminates are presented. The imperfections considered include initial geometric shell-wall midsurface imperfections, shell-wall thickness variations, local shell-wall ply-gaps associated with the fabrication process, shell-end geometric imperfections, nonuniform applied end loads, and variations in the boundary conditions including the effects of elastic boundary conditions. A high-fidelity nonlinear shell analysis procedure that accurately accounts for the effects of these imperfections on the nonlinear responses and buckling loads of the shells is described. The analysis procedure includes a nonlinear static analysis that predicts stable response characteristics of the shells and a nonlinear transient analysis that predicts unstable response characteristics.
Document ID
20040112014
Acquisition Source
Langley Research Center
Document Type
Technical Memorandum (TM)
Authors
Hilburger, Mark W.
(NASA Langley Research Center Hampton, VA, United States)
Starnes, James H., Jr.
(NASA Langley Research Center Hampton, VA, United States)
Date Acquired
August 21, 2013
Publication Date
September 1, 2004
Subject Category
Structural Mechanics
Report/Patent Number
NASA/TM-2004-212676
L-19008
Report Number: NASA/TM-2004-212676
Report Number: L-19008
Funding Number(s)
OTHER: 719-20-30
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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