Post-Buckling Strength of Uniformly Compressed Plates

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F09%3A86080724" target="_blank" >RIV/61989100:27120/09:86080724 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Post-Buckling Strength of Uniformly Compressed Plates

Original language description

This paper focuses on the development of simple models for describing the influence of initial out-of-plane imperfections on the post-buckling strength of square uniformly compressed plates without stiffeners. This is the first step in gaining a better understanding of the behavior of compression flanges of cold-formed steel members, necessary for the development of new, accurate and insight providing design rules for first and second generation trapezoidal profiled sheeting, subjected to the combined action of a concentrated load (support reaction) and a bending moment.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2009

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Sborník vědeckých prací VŠB-TUO, řada stavební

ISSN

1213-1962

e-ISSN

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Volume of the periodical

IX

Issue of the periodical within the volume

1

Country of publishing house

CZ - CZECH REPUBLIC

Number of pages

10

Pages from-to

7-16

UT code for WoS article

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EID of the result in the Scopus database

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