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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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Calcada, Rab
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Topics
Publications (11/11 displayed)
- 2019Fatigue Crack Growth Rate in Long Term Operated 19th Century Puddle Ironcitations
- 2019Fatigue Crack Growth Rate of the Long Term Operated Puddle Iron from the Eiffel Bridgecitations
- 2019FRACTOGRAPHY STUDY OF THE MIXED MODE FATIGUE CRACK GROWTH PROCESS IN PRESSURE VESSEL P355NL1 STEEL
- 2018Probabilistic Fatigue Crack Initiation and Propagation Fields Using the Strain Energy Densitycitations
- 2017Fatigue Strength Evaluation of Resin-Injected Bolted Connections Using Statistical Analysiscitations
- 2017FE simulation of S-N curves for a riveted connection using two-stage fatigue models
- 2017Probabilistic fatigue S-N curves derivation for notched componentscitations
- 2016A probabilistic analysis of Miner's law for different loading conditionscitations
- 2016Mixed-mode fatigue crack propagation rates of current structural steels applied for bridges and towers construction
- 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
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document
Mixed-mode fatigue crack propagation rates of current structural steels applied for bridges and towers construction
Abstract
Nowadays, the steel used in the resistant structure of a bridge, wind and communication towers must meet project requirements on a number of significant features. The referred structures are subjected to dynamic loads (e.g. traffic for bridges, wind and seismic actions) which are responsible for the local fatigue damage at connections. Fatigue cracks may appear and propagate under the action of complex stress fields. An accurate modelling of the fatigue crack propagation requires the knowledge of the fatigue crack propagation model under mixed-mode conditions. This paper proposes an experimental study aiming the evaluation of the fatigue crack propagation rates of the S235 mild steel under mixed mode conditions. This study is compared with the S355 and S690 steels. © 2016 Taylor & Francis Group, London.