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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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Taylor, Susan
Queen's University Belfast
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (21/21 displayed)
- 2023Experimental and numerical investigation of compressive membrane action in GFRP-reinforced concrete slabscitations
- 2023Characterisation of hemp shiv and its effect on the compressive strength of hemp concretecitations
- 2022Effect of the Treatments of the Surface on Mechanical Performance of Concrete Containing Chemical Admixtures
- 2022Factorial design modelling of cement grout containing dolomitic quarry dust powdercitations
- 2022Assessment of the influence of the type of filler materials on the properties of cement groutscitations
- 2020Experimental Investigation of Strain Sensitivity for Surface Bonded Fibre Optic Sensorscitations
- 2019Recycling ceramic waste powder: effects its grain-size distribution on fresh and hardened properties of cement pastes/mortars formulated from SCC mixescitations
- 2017The influence of arching action on BFRP reinforced SCC deck slabs in Thompson bridge
- 2016Experimental Study of Interfacial Stress Distribution of Bonded-in BFRP Rod Glulam Joints Using Fibre Optic Sensors (FOS)citations
- 2016Glued-in basalt frp rods as moment connections in box section frames
- 2016Effect of waste ceramic powder on strength development characteristics of cement based mortars
- 2015Nový přístup k určení optimální dávky superplatifikátorůa jejich kompatibility s cementovými materiály
- 2015Post-tensioning glulam timber beams with basalt FRP tendonscitations
- 2014POST-TENSIONING OF TIMBER BEAMS WITH BASALT FIBRE REINFORCED POLYMER
- 2014Influence of embedded length on strength of BFRP rods bonded parallel to the grain in low grade timber by pullout-bending tests
- 2014Post-tensioning of glulam timber with steel tendonscitations
- 2014Development of Novel Post-Tensioned Glulam Timber Composites
- 2014Compability of Superplasticizers with Cementitious Materials
- 2012Influence of the type of coarse lightweight aggregate on properties of Semi-Lightweight Self-Consolidating Concretecitations
- 2009Monitoring of Corrosion in Structural Reinforcing Bars: performance comparison using in-situ fibre optic and electric wire strain gauge systemscitations
- 2009In situ cross-calibration of in-fibre Bragg Grating and Electrical Resistance Strain Gauges for structural monitoring using an extensometercitations
Places of action
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article
Experimental and numerical investigation of compressive membrane action in GFRP-reinforced concrete slabs
Abstract
Experimental and numerical analyses of eight in-plane restrained slabs (1425 mm (length) × 475 mm (width) × 150 mm (thickness)) reinforced with glass fiber-reinforced polymer (GFRP) bars are reported in this paper. The test slabs were installed into a rig, that provided 855 kN/mm in-plane stiffness and rotational stiffness. The effective depths of the reinforcement in the slabs varied from 75 mm to 150 mm, and the amount of reinforcement changed from 0 to 1.2% with 8, 12, and 16 mm bar diameters. A comparison of the service and ultimate limit state behavior of the tested one-way spanning slabs shows that a different design approach is necessary for GFRP-reinforced in-plane restrained slabs that demonstrate compressive membrane action behavior. Design codes based on yield line theory, which considers simply supported and rotationally restrained slabs, are not sufficient to predict the ultimate limit state behavior of restrained GFRP-reinforced slabs. Tests reported a higher failure load for GFRP-reinforced slabs by a factor of 2, which was further validated by numerical models. The experimental investigation was validated by a numerical analysis, and the acceptability of the model was further confirmed by consistent results obtained by analyzing in-plane restrained slab data from the literature.<br/><br/>