Intermediate Debonding Failure of RC Beams Retrofitted in Flexure with FRP: Experimental Results versus Prediction of Codes of Practice-Reference-Cited by-同舟云学术

Intermediate Debonding Failure of RC Beams Retrofitted in Flexure with FRP: Experimental Results versus Prediction of Codes of Practice

Published:2012-04 Issue:2 Volume:16 Page:185-195
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alfano Giulio¹,De Cicco, Ph.D. Fiorenzo²,Prota Andrea³

Affiliation:

1. Senior Lecturer, School of Engineering and Design, Brunel Univ., UK.

2. Dept. of Structural Engineering, Univ. of Naples Federico II, Italy (corresponding author).

3. Assistant 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000250

Reference24 articles.

1. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 2R-08 Farmington Hills MI.

2. CEB. (1985). “Design manual on cracking and deformations.” Comitè Euro-International du Bèton.

3. Consiglio Nazionale delle Ricerche(CNR) Rome (in Italian). (2004). “Istruzioni per la progettazione l’esecuzione e il controllo di interventi di consolidamento statico mediante l’utilizzo di compositi fibrorinforzati.” CNR DT-200.

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