A posteriori initial imperfection identification in shell buckling problems

The current research seeks to demonstrate that an inverse solution approach, leveraging nonlinear finite element analysis with a divide and conquer type stochastic search algorithm, can identify the presence of localized denting imperfections in cylindrical shell structures. This imperfection field...

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Bibliographic Details
Published in:Computer methods in applied mechanics and engineering Vol. 198; no. 2; pp. 260 - 268
Main Authors: Stull, Christopher J., Earls, Christopher J., Aquino, Wilkins
Format: Journal Article
Language:English
Published: Kidlington Elsevier B.V 01.12.2008
Elsevier
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ISSN:0045-7825, 1879-2138
Online Access:Get full text
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Summary:The current research seeks to demonstrate that an inverse solution approach, leveraging nonlinear finite element analysis with a divide and conquer type stochastic search algorithm, can identify the presence of localized denting imperfections in cylindrical shell structures. This imperfection field identification is achieved using rather sparse displacement measurements taken at safe, service loading conditions. Both the existence and nature of the imperfection field present in a given shell structure instance are determined. These inferred imperfections are subsequently used to make reasonably accurate predictions regarding the actual shell structure strength at ultimate loading.
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ISSN:0045-7825
1879-2138
DOI:10.1016/j.cma.2008.07.009