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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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Multon, Stéphane
University of Toulouse
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (11/11 displayed)
- 2024Reactive Transport Modelling of the Aggregate Degradation During ASR
- 2024Characterization of Aggregate Reactivity by Dissolution
- 2022Modelling the behavior of ASR affected structures using homogenized reinforced concrete finite elements
- 2022Non-destructive measurements for the evaluation of the air permeability of concrete structurescitations
- 2020Sustainability, transfer and containment properties of concrete subject to delayed ettringite formation (DEF)citations
- 2020Mechanical behaviour of geopolymers exposed to high temperatures
- 2019Flexural performance of reinforced concrete beams damaged by Alkali-Silica Reactioncitations
- 2016Concrete creep modelling for structural applications: non-linearity, multi-axiality, hydration, temperature and drying effects ; Modélisation du fluage du béton pour les applications en calcul de structures: non-linéarité, multi-axialité, couplage avec l'hydratation du ciment, effets du séchage et de la températurecitations
- 2013Basic creep of concrete under compression, tension and bendingcitations
- 2012COMPARATIVE STUDY OF COMPRESSIVE AND TENSILE BASIC CREEP BEHAVIOR OF CONCRETE
- 2004Flexural strength of beams affected by ASR
Places of action
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conferencepaper
COMPARATIVE STUDY OF COMPRESSIVE AND TENSILE BASIC CREEP BEHAVIOR OF CONCRETE
Abstract
International audience ; Due to its poor strain capacity and a low tensile strength, concrete is brittle and highly sensitive to cracking detrimental to application sustainability. Despite this well-established knowledge, the irony today is that investigations on concrete are usually limited to the compression behavior. The creep behavior that is a major concern for concrete structures is no exception to this observation. Only one reason can explain this aberration: the difficulty to perform a tensile test on cement-based materials, particularly their fixture to the loading device. This paper describes the experimental setup developed to achieve direct tensile and bending creeps. The precautions taken to obtain relevant data are described. For comparison, tensile, flexural and compressive basic creep test were conducted in parallel. Although the approach is still controversial, the basic creep strain was determined by subtracting the shrinkage strain and instantaneous strain from the total strain. Results available for specimens subjected to 50% of the strength in tension or in compression are presented. The final discussion compares the basic creep under the different types of loading.