Design and Evaluation of Fiber-Reinforced Polymer Bond-Type Anchorages and Ground Anchors-Reference-Cited by-同舟云学术

Design and Evaluation of Fiber-Reinforced Polymer Bond-Type Anchorages and Ground Anchors

Published:2006-05 Issue:3 Volume:6 Page:166-175
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Burong¹²³,Benmokrane Brahim¹²³,Ebead Usama A. A.¹²³

Affiliation:

1. Structural Engineer, NCK Engineering Ltd., 10 St. Mary St., Toronto ON, Canada M4Y 1P9. E-mail: bzhang@nck.ca

2. NSERC Research Chair Professor in FRP Reinforcement for Concrete Structures, Dept. of Civil Engineering, Faculty of Engineering, Univ. Sherbrooke, 2500 Blvd. Université, Sherbrooke PQ, Canada J1K 2R1 (corresponding author). E-mail: brahim.benmokrane@usherbrooke.ca

3. NSERC Postdoctoral Researcher, Dept. of Civil Engineering, Faculty of Engineering, Univ. Sherbrooke, 2500 Blvd. Université, Sherbrooke PQ, Canada J1K 2R1. E-mail: usama.ebead@usherbrooke.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A3%28166%29

Reference28 articles.

1. Analysis of Bond Stress Distributions in Pullout Specimens

2. American Concrete Institute (ACI) Committee 440. (1996). “State-of-the-art rep. on fiber-reinforced plastic (FRP) reinforcement for concrete structures.” ACI Rep. 440R-96 Detroit.

3. Composite reinforcing bars: assessing their use in construction;Bedard C.;Concr. Int.,1992

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