POST-BUCKLING OF UNIFORMLY COMPRESSED PLATES - FAILURE MODES
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F10%3A86077588" target="_blank" >RIV/61989100:27120/10:86077588 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
POST-BUCKLING OF UNIFORMLY COMPRESSED PLATES - FAILURE MODES
Original language description
This paper discusses numerical model failure modes to determine the post-buckling strength of uniformly loaded square simply supported thin (steel) plates with sinusoidal shaped initial imperfections and longitudinal edges free to wave in plane. Based onthe findings from a FEM parameter study two main types of failure are distinguished: edge failure and center failure. The parameters determining which failure mode occurs are explained using a simple two-strip model.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Sborník vědeckých prací VŠB-TUO, řada stavební
ISSN
1213-1962
e-ISSN
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Volume of the periodical
X
Issue of the periodical within the volume
1
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
10
Pages from-to
33-42
UT code for WoS article
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EID of the result in the Scopus database
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