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Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F17%3A00479755" target="_blank" >RIV/68081723:_____/17:00479755 - isvavai.cz</a>

  • Alternative codes found

    RIV/00216305:26110/17:PU124631

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.prostr.2017.07.046" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2017.07.046</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2017.07.046" target="_blank" >10.1016/j.prostr.2017.07.046</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure

  • Original language description

    Attention has been paid to fatigue cracks in steel structures and bridges for a long time. In spite of efforts to eliminate the creation and propagation of fatigue cracks throughout the designed service life, cracks are still revealed during inspections. There is some limitation of crack sizes which are detectable on structure (from 2 up to 10 mm). Note that depending on the location of the initial crack, the crack may dominantly propagate from the edge or from the surface. The theoretical model of fatigue crack progress is based on linear elastic fracture mechanics. Steel specimens are subjected to various load types (tension, three- and four-point bending, pure bending etc.). The calibration functions for short edge cracks that are near the hole for a rivet or bolt are compared for various loads and the discrepancies are discussed.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20306 - Audio engineering, reliability analysis

Result continuities

  • Project

    <a href="/en/project/GA17-01589S" target="_blank" >GA17-01589S: Advanced computational and probabilistic modelling of steel structures taking account fatigue damage</a><br>

  • Continuities

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

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    2nd International Conference on Structural Integrity, ICSI 2017, 4-7 September 2017, Funchal, Madeira, Portugal

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    697-704

  • Publisher name

    Elsevier

  • Place of publication

    Amsterdam

  • Event location

    Funchal, Madeira

  • Event date

    Sep 4, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000419177800093