Advances on the Behavior Characterization of FRP-Anchored Carbon Fiber-Reinforced Polymer (CFRP) Sheets Used to Strengthen Concrete Elements

Author:

Breña Sergio F.,McGuirk Geoffrey N.

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference22 articles.

1. Bizindavyi, & Neale, (1999). Transfer lengths and bond strengths for composites bonded to concrete. Journal of Composites for Construction,3(4), 153–160.

2. Breña, S. F., Bramblett, R. M., Wood, S. L., & Kreger, M. E. (2003). Increasing the flexural capacity of RC beams using CFRP composites. ACI Structural Journal,100(1), 36–46.

3. Chajes, M. J., Finch, W. W. Jr, Januszka, T. F., & Thomson, T. A. Jr. (1996). Bond and force transfer of composite material plates bonded to concrete. ACI Structural Journal,93(2), 295–303.

4. Coronado, C. A., & Lopez, M. M. (2008). Experimental characterization of concrete-epoxy interfaces. Journal of Materials in Civil Engineering,20(4), 303–312.

5. Elsayed, W. E., Ebead, U. A., & Neale, K. W. (2009). Studies on mechanically fastened fiber-reinforced polymer strengthening systems. ACI Structural Journal,106(1), 49–59.

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