| 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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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
Adhesively bonded composite reinforcements for steel structures: durability of the stress transfer
Abstract
Nowadays, externally bonded composites are currently used for reinforced concrete structures repair or reinforcement. Such a technique allows increasing the service life of concrete bridges. In the case of steel bridges, applications of this technique are not significant. This may be due to the similarity of both materials rigidity, but also to the lack of confidence of structure owners in using structural adhesive bonding as assembly technique. In the scope of a research work led by the IFSTTAR (Institut Français des Sciences et Technologies des Transports, de l’Aménagement et des Réseaux) interested in the repair of steel structures, we have investigated composite to steel bonded assemblies. This article presents some of the realized investigations. It first introduces the field of use of the technique and its advantages. Then, characterization of stress transfer through adhesive bonding is presented, and some accelerated ageing and pseudo-fatigue tests are described. Though more work is needed on the topic, obtained results allows considering the technique as suitable for steel structures.