Direct versus Indirect Method for Identifying FRP-to-Concrete Interface Relationships

Author:

Faella Ciro123,Martinelli Enzo123,Nigro Emidio123

Affiliation:

1. Full Professor, Dept. of Civil Engineering, Univ. of Salerno, Italy.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Salerno, Italy.

3. Associate Professor, Dept. of Structural Engineering, Univ. of Naples “Federico II,” Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference8 articles.

1. Bond and force transfer of composite-material plates adhered to concrete;Chajes M. J.;ACI Struct. J.,1996

2. Faella C. Martinelli E. and Nigro E. (2003). “Interface behavior in FRP plates bonded to concrete: Experimental tests and theoretical analyses.” Proc. 2003 Conf. on Advanced Materials for Construction of Bridges Buildings and Other Structures III ECI Davos Switzerland.

3. Formulation and validation of a theoretical model for intermediate debonding in FRP-strengthened RC beams

4. fib : Bulletin d’information n. 14. (2001). “Externally bonded FRP reinforcement for RC structures.”

5. Recommendations for upgrading of concrete structures with use of continuous fiber sheets;Japan Society of Civil Engineers;Concr. Eng. Ser.,2001

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