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
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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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
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ISSN
2452-3216
e-ISSN
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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