| 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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Kotynia, Renata
Lodz University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2023Effect of Process Parameters on Thermal and Mechanical Properties of Filament Wound Polymer-Based Composite Pipescitations
- 2020Badania wpływu zbrojenia głównego na nośność ścinania betonowych belek bez zbrojenia poprzecznego ; Research of the flexural reinforcement effect on the shear strength of concrete beams without transverse reinforcement
- 2018Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Analytical modelcitations
- 2018Beam Bond Tests of GFRP and Steel Reinforcement to Concretecitations
- 2018Shear capacity assessment of posttensioned concrete girders strengthened with CFRP materials
- 2018Influence of Bond Behaviour of Flexural GFRP Reinforcement on Failure Mechanisms in Beams Without Stirrupscitations
- 2018Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental researchcitations
- 2011RC slabs strengthened with prestressed and gradually anchored CFRP strips under monotonic and cyclic loadingcitations
- 2009Analiza efektywności wzmacniania stref przypodporowych belek żelbetowych wykonanego za pomocą wklejania materiałów kompozytowych ; Analysis of effectiveness of NSM FRP shear strengthened beams
Places of action
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article
Influence of Bond Behaviour of Flexural GFRP Reinforcement on Failure Mechanisms in Beams Without Stirrups
Abstract
<jats:title>Abstract</jats:title> <jats:p>The aim of the paper is to investigate the shear failure mechanisms in T-shape, single span and simply supported beams exclusively reinforced with longitudinal glass fiber reinforced polymer (GFRP) bars. Usually the critical shear crack in RC beams without stirrups develops through the theoretical compression strut reducing the shear strength following the shear failure. The main parameter affecting the crack pattern and the shear strength of the beams is the shear slenderness. However, the test results presented in the paper indicated the new arching effect due to the bond losing between the GFRP flexural reinforcement and concrete. This failure mode revealed unexpected critical crack pattern and failure mode. The research of concrete beams flexurally reinforced with GFRP bars without stirrups indicated two failure modes: typical shear-compression and a new one leading by the bond losing between the ordinary reinforcement and concrete.</jats:p>