| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Fernandez Canteli, A.
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Topics
Publications (12/12 displayed)
- 2019PRE-STRAIN EFFECTS ON MIXED-MODE FATIGUE CRACK PROPAGATION BEHAVIOUR OF THE P355NL1 PRESSURE VESSELS STEEL
- 2017Unified two-stage fatigue methodology based on a probabilistic damage model applied to structural detailscitations
- 2017Fatigue crack propagation prediction of a pressure vessel mild steel based on a strain energy density modelcitations
- 2017Probabilistic fatigue S-N curves derivation for notched componentscitations
- 2017Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridgescitations
- 2016A probabilistic analysis of Miner's law for different loading conditionscitations
- 2016Application of modal superposition technique in the fatigue analysis using local approachescitations
- 2015Probabilistic S-N field assessment for a notched plate made of puddle iron from the Eiffel bridge with an elliptical holecitations
- 2015Modelling probabilistic fatigue crack propagation rates for a mild structural steelcitations
- 2013Local unified probabilistic model for fatigue crack initiation and propagation: Application to a notched geometrycitations
- 2012A procedure to derive probabilistic fatigue crack propagation datacitations
- 2010Analysis of Constant and Variable Amplitude Strain-Life Data Using a Novel Probabilistic Weibull Regression Modelcitations
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article
Probabilistic fatigue S-N curves derivation for notched components
Abstract
Europe has a number of ancient riveted metallic bridges, constructed during the second half of the 19th century up to the middle of the 20th 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 presents an extension of the local strain-based fatigue crack propagation model proposed by Noroozi et al. The latter model is applied to derive the probabilistic fatigue crack propagation field (p-S-N-p field). The probabilistic fatigue crack initiation field (p-S-N-i field) is determined using a notch elastoplastic approach, to calculate the fatigue failure of the first elementary material block ahead of the notch root.