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Nonlinear bifurcation analysis of stiffener profiles via deflation techniques

Abstract:

When loading experiments are repeated on different samples, qualitatively different results can occur. This is due to factors such as geometric imperfections, load asymmetries, unevenly stressed regions or uneven material distributions created by manufacturing processes. This fact makes designing robust thin-walled structures difficult. One numerical strategy for exploring these different possible responses is to impose various initial imperfections on the geometry before loading, leading ...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1016/j.tws.2020.106662

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Division:
MPLS
Department:
Mathematical Institute
Sub department:
Mathematical Institute
Role:
Author
ORCID:
0000-0002-1241-7060
Publisher:
Elsevier
Journal:
Thin-Walled Structures More from this journal
Volume:
149
Article number:
106662
Publication date:
2020-02-17
Acceptance date:
2020-02-03
DOI:
ISSN:
0263-8231
Language:
English
Keywords:
Pubs id:
1084533
Local pid:
pubs:1084533
Deposit date:
2020-02-03

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