2017
DOI: 10.3221/igf-esis.42.12
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Probabilistic fatigue S-N curves derivation for notched components

Abstract: ABSTRACT. Europe has a number of ancient riveted metallic bridges, constructed during the second half of the 19 th century up to the middle of the 20 th century, which are still in operation. In this paper, a unified approach is presented to generate probabilistic S-N curves to be applied to structural components, accounting for uncertainties in material properties. The approach is particularly demonstrated for a plate with a circular hole, made of puddle iron from the Portuguese Eiffel Bridge. This paper pres… Show more

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Cited by 22 publications
(13 citation statements)
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“…These properties are essential in residual life analysis of metal bridges in order to extend the lifetime of these structures. On the other hand, the crack initiation period can be dominating in the fatigue damage, while the fatigue crack propagation has little impact on global forecasts of the P-S-N (Probabilistic-S-N curve) field, especially if it is visible in the HCF (high-cycle) fatigue regime [11]. However, the existing large cracks in old bridge's (especially cracks emanating from rivet hole) structural members force to physically study the kinetics of fatigue crack growth using experimental data from the ancient objects.…”
Section: Introductionmentioning
confidence: 99%
“…These properties are essential in residual life analysis of metal bridges in order to extend the lifetime of these structures. On the other hand, the crack initiation period can be dominating in the fatigue damage, while the fatigue crack propagation has little impact on global forecasts of the P-S-N (Probabilistic-S-N curve) field, especially if it is visible in the HCF (high-cycle) fatigue regime [11]. However, the existing large cracks in old bridge's (especially cracks emanating from rivet hole) structural members force to physically study the kinetics of fatigue crack growth using experimental data from the ancient objects.…”
Section: Introductionmentioning
confidence: 99%
“…However, the probabilistic fatigue model proposed by Castillo and Ferna´ndez-Canteli 48 presents better results when only the high-cycle fatigue data are considered according to the previous studies. 22,35,47,52,[68][69][70][71]82 It is important to refer that all models were identified using the complete set of experimental fatigue data.…”
Section: Rmsementioning
confidence: 99%
“…[40][41][42][43][44][45] Correia et al 46 have used in its research work this ASTM standard with the purpose of generating the design curves for fatigue crack growth (FCG) rates applied to old steel bridges materials, demonstrating the applicability of this methodology to other laws. Raposo et al 47 presented a methodology to generate P-S-N curves applied to the structural and mechanical components, based on the FCG modeling as a process of successive crack re-initiations, using local fatigue damage parameters (e.g. strain, Smith-Watson-Topper (SWT), etc.).…”
Section: Introductionmentioning
confidence: 99%
“…Other authors, such as, Correia et al [8][9][10][11][12][13][14] and Hafezi et al [15] used the strain and SWT fatigue local relations [16], based on UniGrow model [4,6,7] to predict the fatigue crack propagation using the numerical analysis to obtain residual stresses distribution. Correia et al [9,17,18] proposed a procedure to derive probabilistic S-N-R fields for notched structural details or mechanical components, which is based on the UniGrow model and numerical analysis aiming at computing the elastoplastic stresses and strains at process zone ahead the crack tip. Alternatively, analytical methods such as the ones proposed by Neuber [19] and Moftakhar et al [20] may be applied to perform the elastoplastic analysis taking into account the elastic stress/strain fields computed around the crack tip, using available Linear Elastic Fracture Mechanics solutions [4,20,21].…”
Section: Introductionmentioning
confidence: 99%