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The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F05%3APU56205" target="_blank" >RIV/00216305:26110/05:PU56205 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas

  • Original language description

    The behaviour of steel girders is substantially affected by the buckling of the girder web, which for the kind of loading considered, is characterized by a diagonal buckled pattern the width and inclination of which depend on the rigidity of the peripheral elements of the web, i.e. of the flanges and stiffeners. When the loading is quasi-constant, the failure mechanism consists of a diagonal plastic band in the web sheet and a system of more or less developed plastic areas in its boundary elements. Theeproblem will be investigated on the girder which has two and four square web panels and is loaded at its mid-span by a point load; hence, the web panels are subjected to combined shear and bending. It is expected shear predominating for short span girder and local shear with global bending for long one. To solve the problem by means of FEA, the program system ANSYS was used. The thin-walled profile geometry was modelled by a four-node shell element which makes it possible to solve physi

  • Czech name

    Vliv tvaru počátečního zakřivení stojiny na napětí v oblasti vzniku trhlin

  • Czech description

    Chování konstrukce sestavené z ocelových tenkostěnných prvků je silně ovlivněno tvarem, který má konstrukce před zahájením zatěžování. Popsaný článek se zabývá vlivem počátečního tvaru zakřivení stojiny na hodnoty napětív oblasti vzniku trhlin. Je provedena numerická studie pomocí programového systému ANSYS metodou konečných prvků.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

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

Others

  • Publication year

    2005

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Proc. CMCPSE

  • ISBN

    3-86130-812-6

  • ISSN

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    918-921

  • Publisher name

  • Place of publication

    Barcelona, ES

  • Event location

    Barcelona

  • Event date

    Sep 5, 2005

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article