| 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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Kragh-Poulsen, Jens-Christian
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (5/5 displayed)
- 2020Shear strength of straight concrete members without shear reinforcement. Reassessment of the effectiveness factors used in the crack sliding theory
- 2020Strength of cracked concrete:Shear behaviour of straight and arch-shaped members
- 2019Assessment of shear strength of deep RC beams and beams with short shear span without transverse reinforcement
- 2017Analytical and numerical investigation of bolted steel ring flange connection for offshore wind monopile foundationscitations
- 2011Shear Capacity of Steel and Polymer Fibre Reinforced Concrete Beamscitations
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article
Shear strength of straight concrete members without shear reinforcement. Reassessment of the effectiveness factors used in the crack sliding theory
Abstract
Recently it has been shown that the effectiveness factors used in the crack sliding theory are not well suited for predicting the shear strength of beams with large depths. Therefore, formulas for the effective concrete compression strength and the effective tensile strength have been reformulated by changing the size effect factor and adding a term to take into account the maximum aggregate size. Also, the theory has been improved to predict better the shear strength of deep beams and beams with short shear span. This is done by including the effect of the transverse stress. Experimental data for slender beams and deep/short beams with rectangular cross sections have been used for validation of the crack sliding theory. The outcome of this analysis is that the new theory in general are substantially better for predicting shear strength than the old one.