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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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Remy, Olivier
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (25/25 displayed)
- 2020Concrete Column Demolding Time Optimization Based on Reflection Wave Measurements
- 2019Fatigue Behaviour of Textile Reinforced Cementitious Composites and Their Application in Sandwich Elementscitations
- 2019Durability of sandwich beams with textile reinforced cementitious composite facescitations
- 2018Repeated loading of cement composite sandwich beams
- 2018Modelling and experimental verification of flexural behaviour of textile reinforced cementitious composite sandwich renovation panels
- 2018Influence of weathering conditions on TRC sandwich renovation panelscitations
- 2017Durability study of textile reinforced cementitious composites with low fiber volume fraction
- 2015Finite element modelling of the biaxial behaviour of high-performance fibre-reinforced cement composites (HPFRCC) using Concrete Damaged Plasticity
- 2014Development and experimental validation of a lightweight Stay-in-Place composite formwork for concrete beamscitations
- 2013Design and structural feasibility study of a lightweight floor system for renovation
- 2012The influence of externally bonded longitudinal TRC reinforcement on the crack pattern of a concrete beam
- 2012Structural stay-in-place formwork in textile reinforced cement composites for very slender concrete columns
- 2012Industrial processing technique for textile reinforced cement composites with structural usecitations
- 2011TEXTILE REINFORCED CEMENT COMPOSITES FOR THE DESIGN OF VERY THIN SADDLE SHELLS: A CASE STUDY
- 2011Cement composite stay-in-place formwork: A concept for future building systems.
- 2011Textile reinforced cement as an externally bounded reinforcement for concrete beams
- 2010Development of impregnation technique for glass fibre mats to process textile reinforced cementitious compositescitations
- 2010Structural stay-in-place formwork of textile reinforced cement for concrete beams
- 2009Development of an impregnation technique for glass fibre mats to process textile reinforced cementitious composites
- 2008The Influence of Biaxial Stress States on the Stiffness of Glass Textile Reinforced Cementitious Composites
- 2008High performance textile reinforced cements: tensile hardening behaviour and modeling
- 2008DESIGN OF TRC SADDLE SHELLS, PART A: INFLUENCE OF SPAN AND MATERIAL SELECTION
- 2008PROCESSING TECHNIQUE TO IMPREGNATE GLASS FIBRE MATS FOR TEXTILE REINFORCED CEMENTITIOUS COMPOSITES
- 2008Flexural Behaviour of Fibre Reinforced Ultra High Performance Concrete and the Application in Cladding Panels
- 2008DESIGN OF TRC SADDLE SHELLS, PART B: INFLUENCE OF MATERIAL NONLINEARITY
Places of action
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article
Durability of sandwich beams with textile reinforced cementitious composite faces
Abstract
Using large lightweight insulating sandwich panels with cement composite faces offers great possibilities for the renovation of existing dwellings. To guarantee the structural performance of these lightweight panels, it is necessary to quantify the impact of varying weathering conditions in the long term. Therefore, this study investigates sandwich beams with textile reinforced cementitious composite faces subjected to heat-rain, heat-cold and/or freeze-thaw cycles to simulate the different weathering conditions. To separate the degradation effects at the sandwich element level from the degradation mechanism related to the face material level, also textile reinforced cementitious composite plates were subjected to identical environmental loading. The observations at the material level did not match the observations at the element level. While the structural performance of the textile reinforced cementitious composite plates was strongly affected by the durability cycles, the sandwich panels showed a non-degraded mechanical response after environmental loading.