Loss of stability of unreinforced conical shells

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F13%3A39897028" target="_blank" >RIV/00216275:25510/13:39897028 - isvavai.cz</a>
Result on the web
<a href="http://hdl.handle.net/10195/54121" target="_blank" >http://hdl.handle.net/10195/54121</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Loss of stability of unreinforced conical shells
Original language description
The area of designing conical shells with edge angle lower than 25° is not yet adequately charted. It is not possible to use procedures described in standards because of the nonlinearity of the solving problem. Standard methods are based on linear theoryof shells. The main aim of the article is to devise appropriate method of calculating the load carrying capacity of smooth conical shells with small camber loaded by external pressure with different types of boundary conditions ? hinged (infinite radialstiffness) and simply supported (zero radial stiffness) lower edge. Solved range of dimension of lower edge angle is 5°-15°. The procedure is based on sets of numerical analyses of load carrying capacity of conical shells under external pressure.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Scientific Papers of the University of Pardubice, Series B, The Jan Perner Transport Faculty
ISSN
1211-6610
e-ISSN
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Volume of the periodical
18
Issue of the periodical within the volume
říjen 2013
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
12
Pages from-to
221-232
UT code for WoS article
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EID of the result in the Scopus database
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