| 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 |
|
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
Places of action
| Organizations | Location | People |
|---|
document
Probabilistic S-N field assessment for a notched plate made of puddle iron from the Eiffel bridge with an elliptical hole
Abstract
Probabilistic fatigue models are required to account conveniently for several sources of uncertainty arising in the prediction procedures for structural details, such as the scatter in material behaviour. In this paper, a procedure to derive probabilistic S-N fields for structural details [1] is applied to a notched geometry with elliptic central hole made of puddle iron from the Eiffel bridge, based on the local approaches supported by the probabilistic epsilon(a)-N or Smith-Watson-Topper (SWT)-N fields [1,2]. This procedure suggests an extension of the fatigue crack propagation model proposed by Noroozi et al. [3,4] to structural details, in order to cover both the fatigue crack initiation and fatigue crack propagation, based on local strain approaches to fatigue. Both fatigue crack initiation and fatigue crack propagation mechanisms are accounted for in the proposed approach. The numerical results are compared with available experimental S-N fatigue data for the notched plate under consideration. (C) 2015 The Authors. Published by Elsevier Ltd.