Analysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete

Author:

Camata Guido1,Spacone Enrico2,Al-Mahaidi Riadh3,Saouma Victor4

Affiliation:

1. Research Associate, Dept. of CEAE, Univ. of Colorado, Boulder, CO 80309-0428.

2. Professor, Dept. PRICOS, Facolta’ di Architettura, Universita’ “G. D’Annunzio” di Chieti-Pescara, viale Pindaro 42, 65127 Pescara, Italy; Adjunct Professor, Dept. of CEAE, Univ. of Colorado, Boulder, CO 80309-0428.

3. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Melbourne, Australia 3800.

4. Professor, Dept. of CEAE, Univ. of Colorado, Boulder, CO 80309-0428.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference27 articles.

1. American Concrete Institute (ACI). ( 1996). “Building code requirement for structural concrete ” ACI 318-95 and “Commentary ” ACI 318R-95 3rd printing American Concrete Institute Farmington Hills Mich.

2. Role of Bond in RC Beams Strengthened with Steel and FRP Plates

3. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

4. Brühwiler E. and Wittmann F. ( 1990). “Failure of dam concrete subjected to seismic loading conditions.” Eng. Fract. Mech..

5. Carol I. Bazant Z.P. and Prat P.C. ( 1992). “Microplane type constitutive models for distributed damage and localized cracking in concrete structures.” Proc. Fracture Mechanics of Concrete Structures Elsevier New York 299–304.

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