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BEND TEST MODELLING OF K-24 CROSS-SECTION

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F07%3A00017708" target="_blank" >RIV/61989100:27120/07:00017708 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Modelování ohybové zkoušky průřezu K-24

  • Original language description

    The paper deals with modeling of a bend test of the "K-24 cross-section" steel beam. The method employed to model the test is based on stress analysis of the cross-section. The substitutive bending stiffness of the cross-section is used to transform thesolution of an elasto-plastic task to the elastic one. Then the numerical form of the virtual work method is applied to determine deflection of the tested beam. It is taken into account the change of the cross-section shape during bending. Finally the results of computations are compared with the test results obtained in laboratory.

  • Czech name

    Modelování ohybové zkoušky průřezu K-24

  • Czech description

    The paper deals with modeling of a bend test of the "K-24 cross-section" steel beam. The method employed to model the test is based on stress analysis of the cross-section. The substitutive bending stiffness of the cross-section is used to transform thesolution of an elasto-plastic task to the elastic one. Then the numerical form of the virtual work method is applied to determine deflection of the tested beam. It is taken into account the change of the cross-section shape during bending. Finally the results of computations are compared with the test results obtained in laboratory.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA105%2F04%2F0458" target="_blank" >GA105/04/0458: Reliability of steel supports in (long) undenground openings under impact loading</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2007

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Modelování v mechanice 2007

  • ISBN

    978-80-248-1330-1

  • ISSN

  • e-ISSN

  • Number of pages

    80

  • Pages from-to

    37-38

  • Publisher name

    VŠB - Technická univerzita Ostrava, FAST, Katedra stavební mechaniky

  • Place of publication

    Ostrava

  • Event location

  • Event date

  • Type of event by nationality

  • UT code for WoS article