Ductility of Reinforced Concrete Members Externally Wrapped with Fiber-Reinforced Polymer Sheets

Author:

Campione Giuseppe1234,Colajanni Piero1234,La Mendola Lidia1234,Spinella Nino1234

Affiliation:

1. Associate Professor, Dipartimento di Ingegneria Strutturale e Geotecnica, Univ. di Palermo, Italy. E-mail: campione@diseg.unipa.it

2. Associate Professor, Dipartimento di Ingegneria Civile, Università di Messina, Italy. E-mail: pieroc@ingegneria.unime.it

3. Professor, Dipartimento di Ingegneria Strutturale e Geotecnica, Univ. di Palermo, Italy. E-mail: lamendol@diseg.unipa.it

4. Ph.D. Student, Dipartimento di Ingegneria Civile, Università di Messina, Italy. E-mail: spinella@ingegneria.unime.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. ACI. (2002). Guide for the design and construction of externally bonded FRB system for strengthening concrete structures ACI Committee 440 Farmington Hills Mich.

2. Albanesi T. Nuti C. and Vanzi I. (2004). “Explicit constitutive relationship for axially loaded concrete confined by FRP.” Proc. 13th WCEE.

3. ASTM. (1992). “Standard test method for apparent tensile strength of ring or tubular plastics and reinforced plastics by split disk method.” D 2290-92 West Conshohocken Pa.

4. Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study

5. Comparison of confinement models for fiber-reinforced polymer-wrapped concrete;Bisby L. A.;ACI Struct. J.,2005

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