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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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Jørgensen, Henrik Brøner
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (8/8 displayed)
- 2023Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear-transfer actions in RC beamscitations
- 2023Mechanical modeling of dowel action and the influence of small amounts of shear reinforcement on the shear-transfer actions in RC beamscitations
- 2022Experimental investigation of the influence of stirrup spacing on the shear capacity of reinforced concrete beams
- 2022Experimental investigation of the influence of stirrup spacing on the shear capacity of reinforced concrete beams
- 2021Experimental Investigation of the Shear Capacity of RC Beams with Very Small Amounts of Shear Reinforcement
- 2021Experimental Investigation of the Shear Capacity of RC Beams with Very Small Amounts of Shear Reinforcement
- 2017Load Carrying Capacity of Shear Wall T-Connections Reinforced with High Strength Wire Ropes
- 2013Tests and limit analysis of loop connections between precast concrete elements loaded in tensioncitations
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document
Experimental investigation of the influence of stirrup spacing on the shear capacity of reinforced concrete beams
Abstract
The literature shows contradictory results on the effect of small amounts of shear reinforcement on the shear capacity of reinforced concrete beams. In some cases, small amounts of shear reinforcement are shown to increase the shear capacity, while in others the shear capacity is not affected when compared to similar beams without shear reinforcement. Indicating that other important design parameters need to be investigated.<br/>This paper presents the experimental results of 14 shear tests designed to investigate the influence of the stirrup spacing on the shear capacity of RC beams. In these tests, the stirrup spacing is varied while the shear reinforcement ratio is constant, obtained by varying the width of the beam and the diameter of the stirrups.<br/>The investigation shows that a smaller spacing and diameter of the stirrups increase the shear capacity.