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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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Quiertant, Marc
École Spéciale des Travaux Publics
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (28/28 displayed)
- 2024Long-Term Effects of External Sulfate Attack on Low-Carbon Cementitious Materials at Early Agecitations
- 2024Durability of partially cured GFRP reinforcing bars in alkaline environments with or without sustained tensile loadcitations
- 2023Chemical Mechanisms Involved in the Coupled Attack of Sulfate and Chloride Ions on Low-Carbon Cementitious Materials: An In-Depth Studycitations
- 2023Chemical Mechanisms Involved in the Coupled Attack of Sulfate and Chloride Ions on Low-Carbon Cementitious Materials: An In-Depth Studycitations
- 2023Numerical Modelling of the Nonlinear Shear Creep Behavior of FRP-Concrete Bonded Jointscitations
- 2022Effect of the Cyclic Crack Opening-Closure during Epoxy-Curing Period of a CFRP Strengthening System Bonded on Concrete Substrate
- 2022A Critical Review of Existing Test-Methods for External Sulfate Attackcitations
- 2021Accelerated Aging Behavior in Alkaline Environments of GFRP Reinforcing Bars and Their Bond with Concrete.citations
- 2020Experimental and Numerical Investigation on the Strain Response of Distributed Optical Fiber Sensors Bonded to Concrete : Influence of the Adhesive Stiffness on Crack Monitoring Performancecitations
- 2019Durability of flax/bio-epoxy composites intended for strengthening applications in construction
- 2018Mobile device to perform a single lap shear test on frp bonded on a concrete real structure
- 2018Durability of flax/bio-based epoxy composites intended for structural strengtheningcitations
- 2017Effects of Ageing on the Bond Properties of Carbon Fiber Reinforced Polymer/Concrete Adhesive Joints: Investigation Using a Modified Double Shear Testcitations
- 2016Experimental study of corrosion-induced degradation of reinforced concrete elements
- 2016Instrumentation of large scale direct shear test to study the progressive failure of concrete/rock interface
- 2014Mechanical behaviour of aramid fiber reinforced polymer (AFRP) rebar/concrete interfaces
- 2013Recent experimental investigations on reinforced UHPFRC for applications in earthquake engineering and retrofitting
- 2013Low temperature bond behavior of concrete with braided aramid fiber bars
- 2013Low temperature behavior of braided aramid fiber bars/concrete interface
- 2012Adhesively bonded composite reinforcements for steel structures: durability of the stress transfer
- 2012AN INNOVATIVE EXPERIMENTAL DEVICE TO CHARACTERIZE THE CREEP BEHAVIOR OF CONCRETE /FRP ADHESIVE BOND
- 2012Analysis of the non linear creep behaviour of FRP-concrete bonded assembliescitations
- 2011Durability of FRP strengthened concrete specimens under accelerated ageing, In : Organic Material for Sustainable Construction
- 2010Use of a single lap shear test to characterize composite-to-concrete or composite-to-steel bonded interfacescitations
- 2010Experimental and numerical analysis of corrosion induced cover cracking in reinforced concrete beam
- 2010Durability of adhesively bonded composite reinforcements for concrete structures
- 2010Influence of the properties of externally bonded CFRP on the shear behavior of concrete/composite adhesive jointscitations
- 2010Effects of accelerated ageing on the adhesive bond between concrete specimens and external CFRP reinforcements
Places of action
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conferencepaper
Experimental and numerical analysis of corrosion induced cover cracking in reinforced concrete beam
Abstract
This paper aims to present both experimental and numerical studies of the corrosion induced cracking pattern evolution of a reinforced concrete sample subjected to accelerated corrosion. The sample was a concrete beam (1000x250x100 mm3) reinforced with two rebars (20 mm diameter; 25 mm cover). The beam was not mechanically loaded. The corrosion process was applied on 500 mm rebar length on the central part. Rebars were intentiostatically corroded using a current density of 100µA/cm² of steel, in a chloride pond and for a thirty days period. Electrochemical tests (rest potentials, linear polarization resistance and impedance spectroscopy) and visual inspection were performed in order to characterize the rebar state (sound or corroded). Width evolution of the main longitudinal cover crack was measured thanks to ball-extensometer. A numerical modeling of the corroded RC beam has also been realized. The model allows taking into account the most important mechanisms such as the specific behaviour related to rust products. The proposed steel/concrete interface model has been recently developed by the authors and is based on damage mechanics. The experimental and numerical results are in good agreement and confirm the mean crack width induced by the iron oxide swelling. These results are very promising and indicate that this model could become a practical tool for civil engineers dealing with in-site repair and maintenance issues.