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Fatigue damage prediction of short edge crack under various load: Direct Optimized Probabilistic Calculation

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F17%3A00479764" target="_blank" >RIV/68081723:_____/17:00479764 - isvavai.cz</a>

  • Alternative codes found

    RIV/61989100:27120/17:10237230 RIV/00216305:26110/17:PU125022

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.prostr.2017.07.107" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2017.07.107</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2017.07.107" target="_blank" >10.1016/j.prostr.2017.07.107</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Fatigue damage prediction of short edge crack under various load: Direct Optimized Probabilistic Calculation

  • Original language description

    Fatigue crack propagation depends on a number and value of stress range cycles. This is a time factor in the course of reliability for the entire designed service life. Three sizes are important for the characteristics of the propagation of fatigue cracks - initial size, detectable size and acceptable size. The theoretical model of a fatigue crack progression can be based on a linear elastic fracture mechanics (uses Paris-Erdogan law). Depending on location of an initial crack, the crack may propagate in structural element (e.g. from the edge or from the surface under various load) that could be described by calibration functions. When determining the required degree of reliability, it is possible to specify the time of the first inspection of the construction which will focus on the fatigue damage. Using a conditional probability and Bayesian approach, times for subsequent inspections can be determined based on the results of the previous inspection. For probabilistic modelling of a fatigue crack progression was used the original and a new probabilistic method - the Direct Optimized Probabilistic Calculation ('DOProC'), which uses a purely numerical approach without any simulation techniques or approximation approach based on optimized numerical integration. Compared to conventional simulation techniques is characterized by greater accuracy and efficiency of the computation.

  • 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

    1283-1290

  • 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

    000419177800172