| 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
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article
Comparative study of the quasi-static energy absorption of small-scale composite tubes with different geometrical shapes for use in sacrificial cladding structures
Abstract
This paper focuses on the quasi-static crushing characteristics and the corresponding energy absorption of nine different shapes of small-scale composite tubes. The idea is to choose suitable cross sections and geometrical shapes of the composite tubes, which can yield progressive deformation and higher energy absorption; the finalized geometrical shapes will be studied further for the inner core of a sacrificial cladding structure against blast loading. All the composite tubes have been manufactured by a hand lay-up technique using E-glass fabric and polyester resin. Quasi-static axial crushing tests have been conducted <br/>to understand the deformation patterns and the corresponding load-deformation characteristics of each composite tube. The effect of dimensions (thickness to diameter ratio) on the specific energy absorption of each composite tube was studied. Finally, the quasi-static test parameters such as the peak crush load, mean crush load and the specific energy absorption of all these composite tubes were compared. From this unique study, it was found that the specific energy absorption of special geometrical shapes (hourglass type - A, hourglass type - B, conical circular type - X and conical circular type - Y) of the composite tubes is significantly higher than that of the standard and uniform profiles such as the square and the hexagonal cross sections.