Experimental Bond Performance of Fibre Reinforced Polymer Prestressed Concrete Elements

Author:

Oller EvaORCID,Ortiz GaloORCID,Prazeres Nuno Várzea,Murcia-Delso JuanORCID,Marí AntonioORCID

Publisher

Springer Nature Switzerland

Reference10 articles.

1. ACI 440 American concrete Institute. ACI 440.4R-04. Prestressing concrete structures with FRP tendons (2004)

2. Dang CN, Hale WM, Floyd RW, Martí-Vargas JR (2018) Prediction of development length from free-end slip in pretensioned concrete members. Mag Concr Res 70:714–725. https://doi.org/10.1680/jmacr.17.00334

3. Martí-Vargas JR, Serna-Ros P, Fernández-Prada MA, Miguel-Sosa PF, Arbeláez CA (2006) Test method for determination of the transmission and anchorage lengths in prestressed reinforcement. Mag Concr Res 58:21–29. https://doi.org/10.1680/macr.2006.58.1.21

4. Vázquez Herrero C, Martínez AF (2001) Estudio de la adherencia de cordones de pretensado en elementos prefabricados pretensados de altas prestaciones iniciales. Hormigón y Acero 52:107–123 (in Spanish)

5. Nanni A, Tanigaki M (1992) Pretensioned prestressed concrete members with bonded fiber reinforced plastic tendons: development and flexural bond lengths (Static). ACI Struct J 89(4):433–441

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