| 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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Saliba, Jacqueline
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (23/23 displayed)
- 2023Mechanical characterization and durability of earth blockscitations
- 2021Assessment of the reliability of concrete evaluation by multi-physical inversion of NDT measurements – A probabilistic approachcitations
- 2021Assessment of the reliability of concrete evaluation by multi-physical inversion of NDT measurements – A probabilistic approachcitations
- 2018Non Destructive Evaluation of the durability and damages of concrete in nuclear power plant
- 2018Multi-Scale Methods for the Analysis of Creep-Damage Coupling in Concretecitations
- 2016Experimental and numerical analysis of crack evolution in concrete through acoustic emission technique and mesoscale modellingcitations
- 2016Analysis of Crack Evolution in Concrete through Combined Acoustic Emission Monitoring and Mesoscale Modelling
- 2016Analysis of Crack Evolution in Concrete through Combined Acoustic Emission Monitoring and Mesoscale Modelling
- 2016Modeling of the quasibrittle fracture of concrete at meso-scale: Effect of classes of aggregates on global and local behaviorcitations
- 2016Modeling of the quasibrittle fracture of concrete at meso-scale: Effect of classes of aggregates on global and local behaviorcitations
- 2016A New Approach to Simulate Interface Damage in Brittle Matrix Compositescitations
- 2015Experimental analysis of crack evolution in concrete by the acoustic emission techniquecitations
- 2014Fracture examination in concrete through combined digital image correlation and acoustic emission techniquescitations
- 2014Numerical Investigation of the Size Effects on the Creep Damage Couplingcitations
- 2014Identification of damage mechanisms in concrete under high level creep by the acoustic emission techniquecitations
- 2013Fracture energy of concrete at very early ages by inverse analysis
- 2013ACOUSTIC EMISSION MONITORING AND QUANTITATIVE EVALUATION OF DAMAGE IN CONCRETE BEAMS UNDER CREEP
- 2013Multi-scales Characterization of the Early-age Creep of Concretecitations
- 2013Study of Evolution of Fracture Process Zone in Concrete by Simultaneous Application of Digital Image Correlation and Acoustic Emission
- 2013Relevance of a mesoscopic modeling for the coupling between creep and damage in concretecitations
- 2012Experimental study of creep-damage coupling in concrete by acoustic emission techniquecitations
- 2012Modelling of basic creep effect on concrete damage at a mesoscale level
- 2012Contribution of the Acoustic Emission technique in the understanding and the modelling of the coupling between creep and damage in concrete
Places of action
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document
Multi-scales Characterization of the Early-age Creep of Concrete
Abstract
Concrete is a heterogeneous material that develops delayed strains under a constant load. These deformations are related to micromechanisms which occur in its microstructure. To model this behaviour a new numerical multi-scales method is suggested. Based on a method for the calculation of the effective response for a non-aging material, an extension to aging materials has been developed. This method operates directly in space-time and avoids the difficulties of Laplace Carson transform inversion. The delayed strains are calculated in a representative elementary volume thanks to classical finite elements method which allows determining the components of the creep compliance tensor. First of all, calculations have been performed for an uni-axial loading to model the creep strain at different scales in order to give the visco-elastic property of calcium silicate hydrates. Then, the evolution of the microstructure with age has been considered to model the creep at early-ages of concrete.