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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
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document
Concrete Column Demolding Time Optimization Based on Reflection Wave Measurements
Abstract
In the present study, a combination of experimental techniques is studied to monitor the state of fresh concrete inside composite formworks. The aim is to acquire information about the stiffness of the concrete for which safe removal of the formworks can be done. Determining early age properties of concrete is important not only for ensuring safety on construction sites but also for presenting economic advantages. Removal of formworks in the appropriate time avoids delays in the construction works and allows the reuse of formworks in an efficient manner and thus reduce the associated cost. Experimental monitoring was complemented by numerical simulations to clearly investigate the ultrasonic propagation in fresh concrete and how the hydration process affects this propagation. The experiments showed promising results in monitoring the increase of stiffness in the concrete inside the formwork through an one-sided measurement. Strain measurements carried out at different heights of a cylindrical formwork gave information about the pressure distribution on the formwork to ensure limit stress values are not reached. In addition, monitoring the strain variation confirmed the trends of increase in the stiffness by giving indications about the shrinkage and thermal expansion of concrete.