Bond Behavior of Prestressed CFRP Strips-to-Concrete Joints Using the EBROG Method: Experimental and Analytical Evaluation-Reference-Cited by-同舟云学术

Bond Behavior of Prestressed CFRP Strips-to-Concrete Joints Using the EBROG Method: Experimental and Analytical Evaluation

Published:2023-02 Issue:1 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Moshiri Niloufar¹,Martinelli Enzo²,Czaderski Christoph³^ORCID,Mostofinejad Davood⁴,Hosseini Ardalan⁵,Motavalli Masoud⁶

Affiliation:

1. Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 15848-11888, Iran; Postdoctoral Researcher, Empa, Swiss Federal Laboratories for Materials Science and Technology, Structural Engineering Research Laboratory, 8600 Dübendorf, Switzerland (corresponding author).

2. Dept. of Civil Engineering, Univ. of Salerno, 84084 Fisciano, Italy.

3. Senior Scientist, Empa, Swiss Federal Laboratories for Materials Science and Technology, Structural Engineering Research Laboratory, 8600 Dübendorf, Switzerland. ORCID: .

4. Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 15848-11888, Iran.

5. Structural Engineer, Peoples Associates Structural Engineers, Pleasanton, CA 94588.

6. Head of the Structural Engineering Research Laboratory, Empa, Swiss Federal Laboratories for Materials Science and Technology, 8600 Dübendorf, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-3851

Reference34 articles.

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2. Bond and force transfer of composite material plates bonded to concrete;Chajes M. J.;ACI Struct. J.,1996

3. Czaderski C. 2012. “Strengthening of reinforced concrete members by prestressed externally bonded reinforcement with gradient method.” Ph.D. thesis Institute of Structural Engineering (IBK) ETH Zürich.

4. Prestressed Carbon Fiber Reinforced Polymer Sheets for Strengthening Concrete Beams at Room and Low Temperatures

5. Initiation and evolution of debonding phenomena in layered structures

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