| 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.
in Cooperation with on an Cooperation-Score of 37%
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
A probabilistic analysis of Miner's law for different loading conditions
Abstract
In this paper, the normalized variable V=(log N-B)(log Delta sigma-C), as derived from the probabilistic S-N field of Castillo and Canteli, is taken as a reference for calculation of damage accumulation and probability of failure using the Miner number in scenarios of variable amplitude loading. Alternative damage measures, such as the classical Miner and logarithmic Miner, are also considered for comparison between theoretical lifetime prediction and experimental data. The suitability of this approach is confirmed for it provides safe lifetime prediction when applied to fatigue data obtained for riveted joints made of a puddle iron original from the Ho bridge, as well as for data from experimental programs published elsewhere carried out for different materials (aluminium and concrete specimens) under distinct variable loading histories.