Shear behavior of RC T-beams externally strengthened with anchored high modulus carbon fiber-reinforced polymer (CFRP) laminates
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference50 articles.
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3. Fiber-reinforced polymer composites in strengthening reinforced concrete structures: A critical review;Naser;Eng Struct,2019
4. Experimental investigation and modeling of the thermal effect on the mechanical properties of polyethylene-terephthalate FRP Laminates;Mhanna;J Mater Civ Eng,2020
5. Improvement of FRP-to-concrete bond performance using bidirectional fiber patch anchors combined with FRP spike anchors;Kalfat;Compos Struct,2016
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1. Behavior prediction of reinforced concrete beams shear strengthened with CFRP;Revista ALCONPAT;2024-09-01
2. Experimental and numerical study on the flexural properties of RC beams with different CFRP-strengthened schemes;Journal of Building Engineering;2024-09
3. Prediction of RC T-Beams Shear Strength Based on Machine Learning;International Journal of Concrete Structures and Materials;2024-08-13
4. Retrofitting intact and heat-damaged shear-deficient concrete beams using CFRP ropes and dowels;Magazine of Concrete Research;2024-08-02
5. Shear contribution of beams of different sizes strengthened in shear with anchored CFRP strips;Magazine of Concrete Research;2024-08-01
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