An effective improvement for enhancing the strength and feasibility of FRP spike anchors
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference33 articles.
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3. Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons;Lou;Eng Struct,2019
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1. Bond behaviour of CFRP-to-concrete bonded joints with a GFRP interlayer: An experimental study;Construction and Building Materials;2024-08
2. 3D FRP Reinforcement Systems for Concrete Beams: Innovation towards High Performance Concrete Structures;Materials;2024-06-10
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. Effect of increasing the number of anchors on the flexural performance of FRP-strengthened RC beams;Procedia Structural Integrity;2024
5. Effect of CFRP anchorages on the flexural behavior of externally strengthened reinforced concrete beams;Archives of Civil and Mechanical Engineering;2023-10-09
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