People | Locations | Statistics |
---|---|---|
Naji, M. |
| |
Motta, Antonella |
| |
Aletan, Dirar |
| |
Mohamed, Tarek |
| |
Ertürk, Emre |
| |
Taccardi, Nicola |
| |
Kononenko, Denys |
| |
Petrov, R. H. | Madrid |
|
Alshaaer, Mazen | Brussels |
|
Bih, L. |
| |
Casati, R. |
| |
Muller, Hermance |
| |
Kočí, Jan | Prague |
|
Šuljagić, Marija |
| |
Kalteremidou, Kalliopi-Artemi | Brussels |
|
Azam, Siraj |
| |
Ospanova, Alyiya |
| |
Blanpain, Bart |
| |
Ali, M. A. |
| |
Popa, V. |
| |
Rančić, M. |
| |
Ollier, Nadège |
| |
Azevedo, Nuno Monteiro |
| |
Landes, Michael |
| |
Rignanese, Gian-Marco |
|
Calcada, Rab
in Cooperation with on an Cooperation-Score of 37%
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
Places of action
Organizations | Location | People |
---|
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.