| 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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Vantomme, Johnny
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (29/29 displayed)
- 2015Finite element modelling of the biaxial behaviour of high-performance fibre-reinforced cement composites (HPFRCC) using Concrete Damaged Plasticity
- 2015Numerical and experimental study of Polyurethane foam used as core material in sacrificial cladding for blast mitigation
- 2015Detection and evaluation of cracks in the concrete buffer of the Belgian Nuclear Waste container using combined NDT techniques
- 2015Effective combination of DIC, AE, and UPV nondestructive techniques on a scaled model of the Belgian nuclear waste containercitations
- 2015Explosive driven shock tube loading of aluminium plates: experimental studycitations
- 2014Experimental bond behaviour between Textile Reinforced Cement and Concrete
- 2014Digital Image Correlation, Acoustic Emission and Ultrasonic Pulse Velocity for the Detection of Cracks in the Concrete Buffer of the Belgian Nuclear Supercontainer
- 2014Numerical Simulation Of The Bond Behaviour Between High-Performance Textile Reinforced Cement Composites And Concrete During The Double-Lap Shear Test
- 2012Influence of strain rate on tensile behavior of cementitious composites
- 2012Influence of strain rate on tensile behavior of cementitious composites: increasing speed in a static test
- 2010Comparative study of the quasi-static energy absorption of small-scale composite tubes with different geometrical shapes for use in sacrificial cladding structures
- 2009Experimental and numerical study of pultruded composite tubes under blast loading
- 2004Construction and Experimental analysis of a Pedestrian Bridge with Concrete Deck and IPC Truss Girdercitations
- 2003Design and Experimental Analysis of Modular Pedestrian Bridge with Concrete Deck and IPC Truss Girder
- 2003Numerical Design and Experimental Validation for a composite Bridge Structure
- 2003DIC for Deformation Assessment: a Case Study
- 2003Design, Numerical Analysis and Experimental Verification of an IPC Pedestrian Bridge
- 2002Deformation Analysis of a Modular Connection System by Digital Image Correlationcitations
- 20023D Numerical Analysis of Modular Pedestrian Bridge with Concrete Deck and IPC Truss Girder
- 2001Study of Bolted Joints in Sandwich elements with Cementitious Composite Faces for Civil Engineering Applications
- 2001Design Procedure and Validation tests for a Composite-Concrete Pedestrian Bridge Prototype
- 2001Stress computation methods for hybrid inorganic phosphate cement-concrete cross-section
- 2001Stress computation methods for hybrid inorganic phosphate cement–concrete cross-section
- 2001Behaviour of Sandwich Panels with E-glass Fibre Reinforced Cementitious Faces under Repeated Loading
- 2001Testing of a Dowel Connection for a Bridge with a Concrete Deck and a Sandwich Panel Truss Structure
- 2000A new non-alkaline Cement Material Reinforced by Glass Fibres (IPC) for the Construction of Bridges
- 2000Stress Computation Methods for Hybrid IPC-Concrete Bridge Cross Section
- 2000The use of a new cementitious glass fibre reinforced composite in sandwich structures for building applications
- 2000Modelling of a Modular Pedestrian Bridge composed of a Concrete Deck and a Truss Girder with IPC Sandwich Panels
Places of action
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document
Numerical Simulation Of The Bond Behaviour Between High-Performance Textile Reinforced Cement Composites And Concrete During The Double-Lap Shear Test
Abstract
Textile reinforced cement composites (TRC) are being extensively investigated to be used in buildings and civil infrastructure. Promising application fields are strengthening and retrofitting of existing structures, seismic design, stay-in-place formwork, etc. A critical characteristic for these applications is the bond behaviour between TRC and concrete. Therefore this paper aims to model the complex mechanical behaviour of the interphase between on the one hand textile reinforced cement composites made of Inorganic Phosphate Cement (IPC) reinforced with E glass fibre mats and on the other hand the concrete that is cast on it. The model has to satisfy two conditions: have an acceptable accuracy to enable design calculations and be relatively-easy computable. To achieve this goal, the authors use the cohesive behaviour implemented in finite element software ABAQUS. The model’s necessary parameters (such as bond shear strength, maximal slippage and slippage at maximum shear stress) are identified by performing double lap shear tests. The results of the simulation correspond reasonably well to the data achieved during the laboratory test despite the simplicity of the model, proving its utility for simple stress states. In the future, the model shall be validated on real-scale structures to verify its accuracy in complex stress state.