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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

  • DOI - Digital Object Identifier

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

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • 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

  • 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

  • EID of the result in the Scopus database