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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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Corte, Wouter De
Ghent University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (4/4 displayed)
- 2024An Enhanced Progressive Damage Model for Laminated Fiber-Reinforced Composites Using the 3D Hashin Failure Criterion: A Multi-Level Analysis and Validationcitations
- 2024High-Cycle Fatigue Behaviour and Structural Robustness of Glass Fibre-Reinforced Polymer Tiled Web-Core Sandwich Panel Unit Cells in Load-Bearing Structures
- 2024High-Cycle Fatigue Behaviour and Structural Robustness of Glass Fibre-Reinforced Polymer Tiled Web-Core Sandwich Panel Unit Cells in Load-Bearing Structures
- 2016Self-compacting concrete, protecting steel reinforcement under cyclic load : evaluation of fatigue crack behaviorcitations
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document
Self-compacting concrete, protecting steel reinforcement under cyclic load : evaluation of fatigue crack behavior
Abstract
The unique properties of self-compacting concrete of high workability without loss of stability and improved durability allow better protection of steel reinforcement in concrete structures. Recently, fatigue behavior has become more important for the design of constructions due to slimmer structures, which are more sensitive to fatigue loading. This article aims to evaluate the fatigue crack propagation rate in vibrated concrete and self-compacting concrete under different stress ratios using the Paris-Erdogan law, based on crack mouth opening displacement measurement from cyclic three-point bend tests on single edge notched beams.