| 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
Places of action
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article
Validation and application of bearing and block tearing resistance
Abstract
An investigation of bolted connections with a specific geometry and bolt arrangement that require high local ductility to achieve the predicted resistances according to the design rules of the new prEN 1993-1-8 is presented. The experimental campaign includes tensile and shear tests on mild steel coupons to calibrate the parameters used for the true stress-strain relationship, damage initiation criterion and fracture evolution, while a numerical model for the high strength steel grade S690 was selected from the literature. The FEA results were satisfactorily validated by experiments on bolted connections for which the rules of the new prEN 1993-1-8:2021 were used to predict the resistance and deformation behaviour. The deformation behaviour was predicted by applying the new analytical model to calculate the deformation at the bolt hole due to the bearing action. The resistances of the tested connections were also predicted using EN 1993-1-8:2005. It is clearly shown that the new design formulae predict the experimental results significantly better than the results obtained according to EN 1993-1-8:2005. The FEA of a bolt group in bending, representing a high web splice, provides new proof for an analytical model for the distribution of forces between the bolts in the elastic stage and at ultimate resistance. Furthermore, the new Eurocode approach for predicting the bearing deformation behaviour at the bolt hole agreed well with the experimental and numerical results.