Calculation Technique for Externally Unbonded CFRP Strips in Structural Concrete Retrofitting-Reference-Cited by-同舟云学术

Calculation Technique for Externally Unbonded CFRP Strips in Structural Concrete Retrofitting

Published:2016-06 Issue:6 Volume:142 Page:04016026
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Harmanci Yunus E.¹,Michels Julien²,Czaderski Christoph³,Motavalli Masoud⁴

Affiliation:

1. Research Assistant and Ph.D. Student, Institute for Structural Engineering, Swiss Federal Institute of Technology Zürich (ETHZ), Stefano-Franscini-Platz 5, CH-8093 Zürich, Switzerland; Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, CH-8600 Dübendorf, Switzerland.

2. Project Leader, Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, CH-8600 Dübendorf, Switzerland (corresponding author).

3. Senior Scientist, Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, CH-8600 Dübendorf, Switzerland.

4. Professor, Laboratory Head, Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, CH-8600 Dübendorf, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001014

Reference44 articles.

1. Prediction of ultimate stress in unbonded prestressed tendons

2. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

3. Bennitz A. (2011). “Externally unbonded post-tensioned CFRP tendons—A system solution.” Ph.D. thesis Lulea Univ. of Technology Lulea Sweden.

4. A fracture-based interface model for simulating the bond behaviour of FRP strips glued to a brittle substrate

5. Flexural Response of Reinforced Concrete Beams Strengthened with End-Anchored Partially Bonded Carbon Fiber-Reinforced Polymer Strips

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