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Sensitivity Analysis of the Effect of Initial Imperfections on the Stress State in the Crack-Prone Areas of Breathing Webs

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44895" target="_blank" >RIV/00216305:26110/04:PU44895 - isvavai.cz</a>

  • Alternative codes found

    RIV/68378297:_____/04:00106170

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Sensitivity Analysis of the Effect of Initial Imperfections on the Stress State in the Crack-Prone Areas of Breathing Webs

  • Original language description

    The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. In parallel with experiments conducted in Prague, one of the ultimate load tests was computer modelled. In so doing, the girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program. Considering a random influence of all initial imperfections, a sensitivity analysis of the effecct of all imperfections on the load-carrying capacity of the girder was carried out. In this way, it was found out which initial imperfections exhibited the greatest influence on the load-carrying capacity. Based on observations made in the course of thePrague experiments, points A and B, where under repeated loads fatigue cracks occur most frequently, were chosen for a computer analysis of the stress state generated at the toes of the fillet welds connecting the slender web with the gi

  • Czech name

    Citlivostní analýza vlivu počátečních imperfekcí na stav napjatosti dýchající stojiny tenkostěnného nosníku

  • Czech description

    Předmětem článku je analýza vlivu imperfekcí na spolehlivost tenkostěnné ocelové konstrukce svařované ze štíhlých plechů. Citlivostní analýza je řešena ve tvaru Spearmanova koeficientu pořadové korelace. Všechny imperfekce jsou uvažována jako náhodné veličiny, jejichž statistické charakteristiky byly získány z experimentálního výzkumu, nebo z dostupných dat v literatuře.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil 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

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2004

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Fourth Int. Conf. on Thin-Walled Structures

  • ISBN

    0 7503 1006-5

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    499-506

  • Publisher name

    NEUVEDEN

  • Place of publication

    Loughborough (England, UK)

  • Event location

    Loughborough (England, UK)

  • Event date

    Jun 22, 2004

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article