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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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Silva, All
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Publications (3/3 displayed)
- 2017FE simulation of S-N curves for a riveted connection using two-stage fatigue models
- 2017Combined analytical-numerical methodologies for the evaluation of mixed-mode (I plus II) fatigue crack growth rates in structural steelscitations
- 2015An efficient methodology for fatigue damage assessment of bridge details using modal superposition of stress intensity factorscitations
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article
Combined analytical-numerical methodologies for the evaluation of mixed-mode (I plus II) fatigue crack growth rates in structural steels
Abstract
This paper proposes an experimental study aiming to evaluate stress intensity factors (SIFs) for fatigue cracks propagating under pure mode I and mixed-mode I + II for a S235 structural steel. Compact tension (CT) specimens with a side hole were manufactured in order to generate a stress field, ahead of the crack tip, resulting in mixed-mode fatigue crack propagation. Specimens with distinct side hole locations were submitted to fatigue tests under stress controlled conditions for a stress ratio, R = 0.01. Fatigue tests were coupled with digital image correlation (DIC) to assess mode I and mode II SIF from full-field displacement measurements. Besides, DIC data was used to directly estimate the crack tip location during the test. A validation study was carried out by comparing this approach with regard to conventional optical measurements. Finite element simulations were also performed to validate the crack branching models and direct identification of SIF values. The proposed DIC approach was demonstrated to be an efficient tool for the automation of crack path detection and stress intensity factors computation. Mixed-mode fatigue crack data correlated well with pure mode I fatigue crack propagation data using the Paris law and an effective stress intensity factor as proposed by Tanaka.