Shear strengthening of reinforced concrete T-beams using CFRP laminates anchored with bent CFRP splay anchors
Author:
Publisher
Elsevier BV
Subject
General Engineering,Energy Engineering and Power Technology
Reference28 articles.
1. Prediction of shear strength and behavior of RC beams strengthened with externally bonded FRP sheets using machine learning techniques;Abuodeh;Composite Structures,2020
2. CFRP mechanical anchorage for externally strengthened RC beams under flexure;Ali;Physics Procedia,2014
3. Behavior of Various Anchorage Systems Used for Shear Strengthening of Concrete Structures with Externally Bonded FRP Sheets;Bae;Journal of Bridge Engineering, 18,2013
4. Strengthening RC structures using FRP spike anchors in combination with EBR systems;Castillo;Composite Structures,2019
5. Design approach for FRP spike anchors in FRP-strengthened RC structures;Castillo;Composite Structures,2019
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2. Controlling changes caused by holes by adding fibers to composite concrete components;Discover Civil Engineering;2024-07-23
3. Novel approach for strengthening T-beams deficient in shear with near-surface mounted CFRP ropes in form of closed stirrups;Developments in the Built Environment;2024-04
4. Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors;Composites Part C: Open Access;2024-03
5. Shear strengthening of reinforced concrete beams using fibre reinforced polymer composites;Matéria (Rio de Janeiro);2024
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