| 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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Biscaia, Hugo C.
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (20/20 displayed)
- 2023Laboratory Tests on Structural Adhesive Joints
- 2022Emerging anchored FRP systems bonded to steel subjected to monotonic and cyclic loading: A numerical studycitations
- 2022Numerical Analysis on the Bond Performance of Different Anchored Joints under Monotonic and Cyclic Pull-push Loading
- 2022Using digital image correlation to evaluate the bond between carbon fibre-reinforced polymers and timbercitations
- 2021Experimental calibration of the bond-slip relationship of different CFRP-to-timber joints through digital image correlation measurementscitations
- 2019Bond durability of CFRP laminates-to-steel joints subjected to freeze-thawcitations
- 2018Stainless Steel Bonded to Concrete: an Experimental Assessment using the DIC Techniquecitations
- 2018Experimental and numerical analyses of flexurally-strengthened concrete T-beams with stainless steelcitations
- 2017Bond characteristics of CFRP-to-steel jointscitations
- 2016A New Bonding Technique for the Rehabilitation of Old Timber Floors with CFRP Composites
- 2016Reforço à flexão de pavimentos antigos de madeira com recurso a laminados de fibras de carbono
- 2016Influence of External Compressive Stresses on the Performance of GFRP-to-Concrete Interfaces Subjected to Aggressive Environmentscitations
- 2016Experimental Analysis of Reinforced Concrete Beams Strengthened with Innovative Techniques
- 2014Composites and FRP-Strengthened Beams Subjected to Dry/Wet and Salt Fog Cyclescitations
- 2014On estimates of durability of FRP based on accelerated testscitations
- 2013Influence of temperature cycles on bond between glass fiber-reinforced polymer and concrete
- 2013Influence of Temperature Cycles on Bond between GFRP and Concretecitations
- 2011MATERIAL AND GEOMETRICAL PARAMETERS AFFECTING PUNCHING OF REINFORCED CONCRETE FLAT SLABS WITH ORTHOGONAL REINFORCEMENT
- 2010Flexural behaviour of RC T-beams strengthened with different FRP materials
- 2010Displacement estimation of a RC beam test based on TSS algorithm
Places of action
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article
Influence of temperature cycles on bond between glass fiber-reinforced polymer and concrete
Abstract
Reinforced concrete (RC) beams externally strengthened with glass fiber-reinforced polymer (GFRP) strips bonded to the soffit may see their load-carrying capacity reduced due to environmental conditions-especially due to the deterioration of bond between the adhesively bonded laminates and concrete, causing premature failure. More research has been published on the detachment of the laminate progressing from the anchorage zone than on failure induced by the formation of flexural or shear-flexural cracks in the midspan followed by fiber-reinforced polymer (FRP) separation and failure designated as intermediate crack (IC) debonding. An experimental program to study degradation of the GFRP laminate beam specimens after accelerated temperature cycles, namely: 1) freezing-and-thawing type; and 2) cycles of the same amplitude (40 degrees C [104 degrees F]) and an upper limit approximately 70% of the glass vitreous transition temperature of the resin, T-g, is described. Effects on the bond stress and ultimate capacity are reported. Substantial differences between shear and bending-induced failure and a decrease of bond stresses and engagement of the laminates on the structural response are analyzed.