Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures 2014
DOI: 10.1201/b16387-381
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Effect of different inspection strategies on the reliability of Daniels systems subjected to fatigue

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Cited by 4 publications
(3 citation statements)
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“…All fatigue hotspots are modeled with the same probabilistic models, which are shown in Table 3. B ΔS and B SIF are assumed fully correlated between components following [21]. The other random variables are assumed to have a correlation coefficient of 0.8 [21].…”
Section: Fatigue Modelmentioning
confidence: 99%
“…All fatigue hotspots are modeled with the same probabilistic models, which are shown in Table 3. B ΔS and B SIF are assumed fully correlated between components following [21]. The other random variables are assumed to have a correlation coefficient of 0.8 [21].…”
Section: Fatigue Modelmentioning
confidence: 99%
“…The posterior system failure probability Pr( | 0: ) is then computed using Equation 21. Alternatively, the conditional probability Pr( | 0: ) = Pr( | ,0: ) can be estimated directly with a new subset simulation run following the estimation of Pr( ,0: ) (see also Schneider et al 2013;Straub et al 2016). For this purpose, a set of nested intermediate events…”
Section: Computing System Failure Probabilities With Subset Simulationmentioning
confidence: 99%
“…The modeling error ε S and geometry error ε Y factors of various fatigue-sensitive details are correlated. The results obtained are based on a correlation model suggested by Moan and Song (2000) and Schneider et al (2013). The inspection is applied to the deck fatiguesensitive detail at t = 4 years assuming that no crack is detected using MPI.…”
Section: Fatigue Reliability and Riskranking Updatingmentioning
confidence: 99%