| 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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Veljkovic, Milan
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (32/32 displayed)
- 2024Monitoring fatigue crack growth using magnetic stray field measurements
- 2024Fatigue behaviour of root crack in stiffener-to-deck plate weld at crossbeam of orthotropic bridge deckscitations
- 2024Numerical simulations of residual stress formation and its effect on fatigue crack propagation in a fillet welded T-jointcitations
- 2023Experimental and numerical study of butt welded joints made of high strength steelcitations
- 2023Experimental investigation on the tensile behaviour of welded RHS high strength steel X-jointscitations
- 2023Experimental investigation on the tensile behaviour of welded RHS high strength steel X-jointscitations
- 2023Equivalent material properties of the heat-affected zone in welded cold-formed rectangular hollow section connectionscitations
- 2023Equivalent material properties of the heat-affected zone in welded cold-formed rectangular hollow section connectionscitations
- 2023Probabilistic fatigue analysis on a central holed thick steel plate of C1 Wedge Connection for wind turbine tower assemblingcitations
- 2023Tensile behaviour of welded S700 rectangular hollow section X‐joints
- 2023Interfacial fatigue debonding retardation in wrapped composite jointscitations
- 2022Technical Practices Of Re-Usable Steel-Concrete Composite Structural Systems
- 2022Fracture simulation of welded RHS X-joints using GTN damage modelcitations
- 2022Fatigue crack growth modelling for S355 structural steel considering plasticity-induced crack-closure by means of UniGrow modelcitations
- 2021Effects of residual stresses on fatigue crack propagation of an orthotropic steel bridge deckcitations
- 2021Validation and application of bearing and block tearing resistance - background to prEN1993-1-8:2021citations
- 2021Mechanical behaviour of welded high strength steel rectangular hollow section jointscitations
- 2021Three-dimensional fatigue crack propagation simulation using extended finite element methods for steel grades S355 and S690 considering mean stress effectscitations
- 2021Validation and application of bearing and block tearing resistancecitations
- 2021Fracture parameters calibration and validation for the high strength steel based on the mesoscale failure indexcitations
- 2021Ductile fracture locus identification using mesoscale critical equivalent plastic straincitations
- 2019Computational homogenization simulation on steel reinforced resin used in the injected bolted connectionscitations
- 2019Execution and reliability of slip resistant connections for steel structures using CS and SS (SIROCO)
- 2019Fatigue crack propagation analysis of rib-to-deck welded joint in OSDs using linear elastic fracture mechanics
- 2019Influence of cold-formed angle on high strength steel material properties
- 2019Fatigue crack propagation simulation of orthotropic bridge deck based on extended finite element methodcitations
- 2018Non-linear hybrid homogenization method for steel-reinforced resincitations
- 2017Determining the preload in preloaded bolt assemblies in existing steel structurescitations
- 2016Numerical assessment of T-stub component subjected to impact loadingcitations
- 2016Resistance of cold-formed high strength steel circular and polygonal sections - Part 2citations
- 2007Behaviour of a friction connection using TCB in long slotted holes
- 2005Towards economic design of a pressure vessel made of duplex stainless steel
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article
Fatigue crack propagation simulation of orthotropic bridge deck based on extended finite element method
Abstract
Orthotropic Steel Decks (OSDs) are widely used in various types of steel bridges due to its benefits of light weight, high load bearing capacity and speedy construction. However, fatigue remains as the predominant problem for OSDs. Many researchers have investigated fatigue issues of welded joints through experiments but is not a cost-effective solution. Therefore, it is necessary to combine experimental data with numerical approaches. Fracture mechanics approach has already shown its reliability and can be used to model and analyze fatigue crack propagation. In this paper, a numerical simulation is performed to predict the fatigue crack propagation using extended finite element method (XFEM). Two numerical models were considered namely CT-specimen and OSD, to evaluate the modelling efficiency. To verify the simulation, the results were compared with the experimental data. In predicting the fatigue crack propagation rate using two-dimensional CT-specimen, numerical results provided a good agreement with a maximum difference of 0.03% in the slope (m) and 1.48% in the intercept (C) of the power law equation. Furthermore, a simulation was performed on three-dimensional OSD structure to predict the fatigue crack growth. ; Steel & Composite Structures