Strength of Carbon Fiber-Reinforced Polymer (CFRP) Sheets Bonded to Concrete with CFRP Spike Anchors
Author:
Publisher
American Concrete Institute
Subject
Building and Construction,Civil and Structural Engineering
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors;Composites Part C: Open Access;2024-03
2. Evaluating the behavior and bond properties of FRP spike anchors under confined conditions and elevated temperature;Composite Structures;2023-10
3. Experiments on the flexural behavior of full-scale PC box girders with service damage strengthened by prestressed CFRP plates;Composite Structures;2023-05
4. Study on the mechanism of quasi-continuous wave (QCW) fiber laser low-damage processing of carbon fiber-reinforced plastics;The International Journal of Advanced Manufacturing Technology;2022-11-23
5. Effect of different parameters on the performance of FRP anchors in combination with EBR-FRP strengthening systems: A review;Construction and Building Materials;2022-11
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