| 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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Nguyen, Ngoc Tan
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Topics
Publications (10/10 displayed)
- 2022Assessing the shear behavior of corroded steel fiber reinforced concrete beams without shear reinforcement using nonlinear finite element analysiscitations
- 2022Assessing the Effect of GGBFS Content on Mechanical and Durability Properties of High-Strength Mortarscitations
- 2021Shear strength model and prediction of failure mode for multi-spiral column
- 2021An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcementcitations
- 2021Numerical study on the flexural performance of RC beams with externally bonded CFRP sheetscitations
- 2020Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosioncitations
- 2019An experimental study on flexural behavior of corroded reinforced concrete beams using electrochemical accelerated corrosion methodcitations
- 2018Non-linear dynamic modeling of ultrathin conducting polymer actuators including inertial effectscitations
- 2018Ultrathin electrochemically driven conducting polymer actuators: fabrication and electrochemomechanical characterizationcitations
- 2017Microfabricated PEDOT trilayer actuators: synthesis, characterization, and modelingcitations
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article
Assessing the shear behavior of corroded steel fiber reinforced concrete beams without shear reinforcement using nonlinear finite element analysis
Abstract
<jats:p>The shear behavior of steel fiber reinforced concrete (SFRC) beams has been assessed in a large number of previous studies. However, the shear strength of corroded SFRC beams without shear reinforcement is still an unresolved topic. In this paper, the finite element models of non-corroded and corroded SFRC beams have been constructed and verified regarding load-displacement curves, crack patterns, and failure modes. Finally, a parametric study also was performed to assess the effect of essential design parameters on the shear strength of SFRC beams under corrosion attacks. The results show that the reinforcement corrosion degree and concrete compressive strength are the most influencing parameters on the shear strength of SFRC beams, followed by the shear span-to-depth ratio and the steel-reinforced ratio.</jats:p>