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Breathing-induced fatigue in thin-walled construction. The way to check it

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00431715" target="_blank" >RIV/68378297:_____/14:00431715 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Breathing-induced fatigue in thin-walled construction. The way to check it

  • Original language description

    Several years ago, the authors started an experimental investigation into the breathing phenomenon of the webs of thin-walled steel girders, which to date comprised more than two hundred tests. The cumulative damage behaviour generated by web breathing was analysed, the process of the initiation and propagation of fatigue cracks induced thereby was studied, and their impact on the failure mechanism and the fatigue limit state of the girders was determined. It was found out that the above phenomenon ledto a significant "erosion" of the beneficial post-buckled reserve of strength, so characteristic of the performance of thin-walled construction under the action of quasiconstant loading. Therefore, S-N curves were established for (i) the fatigue limit state (determining the maximum load range that the girder can sustain) and (ii) the onset-of-the-first-fatigue-crack limit state, which specifies those periods, given by the number of loading cycles, after which a check of the plate element

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GC13-34405J" target="_blank" >GC13-34405J: Stochastic vibration of beam structures due to moving random loads and wind actions.</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Eurosteel2014. 7th european conference on steel and composite structures

  • ISBN

    978-92-9147-121-8

  • ISSN

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

  • Publisher name

    ECCS European Convention for Constructional Steelwork

  • Place of publication

    Brusel

  • Event location

    Neapol

  • Event date

    Sep 10, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article