Cohesive Interface Modeling of Debonding Failure in FRP Strengthened Beams-Reference-Cited by-同舟云学术

Cohesive Interface Modeling of Debonding Failure in FRP Strengthened Beams

Published:2008-07 Issue:7 Volume:134 Page:578-588
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Rabinovitch Oded¹

Affiliation:

1. Associate Professor and Horev Fellow, Faculty of Civil and Environmental Engineering, Technion–Israel Institute of Technology, Haifa, 32000, Israel. E-mail: cvoded@tx.technion.ac.il

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282008%29134%3A7%28578%29

Reference30 articles.

1. Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites

2. Failure Behavior of Precracked Concrete Beams Retrofitted with FRP

3. Chen J. F. and Teng J. G. eds. (2005). “Bond behavior of FRP in structures.” Proc. Int. Symp. on Bond Behavior of FRP in Structures Hong Kong Polytechnic Univ. Hong Kong.

4. Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique

5. Comité Euro-International du Béton—Fédération International de la Précontrainte (CEB-FIP). (2001). “Externally bonded FRP reinforcement for RC structures.” CEB-FIP Bulletin No.14 Fédération Internationale du Béton (fib) Lausanne Switzerland.

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