Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading-Reference-Cited by-同舟云学术

Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading

Published:2017-10 Issue:5 Volume:21 Page:04017034
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ghorbani Majid¹,Mostofinejad Davood²,Hosseini Ardalan³

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran (corresponding author).

2. Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran; Invited Professor and Visiting Scholar, Univ. of California, Irvine, CA 92697.

3. Research Assistant, Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology, Überlandstrasse 129, CH-8600 Dübendorf, Switzerland; Ph.D. Student, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology Lausanne, Station 18, CH-1015 Lausanne, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000816

Reference39 articles.

1. Experimental Investigation and Fracture Analysis of Debonding between Concrete and FRP Sheets

2. Bakay R. (2003). “Midspan shear debonding of CFRP laminated reinforced concrete beams.” M.Sc. thesis Dept. of Civil Engineering Univ. of Calgary Calgary AB Canada.

3. Double shear tests to evaluate the bond strength between GFRP/concrete elements

4. Direct determination of cohesive stress transfer during debonding of FRP from concrete

5. FRP-Masonry Debonding: Numerical and Experimental Study of the Role of Mortar Joints

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