Behavior of Bond-Critical Regions Wrapped with Fiber-Reinforced Polymer Sheets in Normal and High-Strength Concrete

Author:

Hamad Bilal S.1,Rteil Ahmad A.2,Salwan Bruno R.3,Soudki Khaled A.4

Affiliation:

1. Professor and Chairman, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad El Solh 1107 2020, Beirut, Lebanon.

2. Graduate Student, Dept. of Civil Engineering, Univ. of Waterloo, Canada.

3. Graduate Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut.

4. Associate Professor, Dept. of Civil Engineering, Univ. of Waterloo, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference6 articles.

1. American Concrete Institute (ACI). (1996). “State-of-the-art report on fiber reinforced plastic reinforcement for concrete.” ACI 440R-96 Committee 440 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening con-crete structures.” ACI 440-02 Committee 440 Farmington Hills Mich.

3. Development length criteria for conventional and high relative area reinforcing bars.;Darwin D.;ACI Struct. J.,1996

4. Effect of steelfiber reinforcement on bond strength of tension lap splices in high strength concrete.;Hamad B. S.;ACI Struct. J.,2001

5. Evaluation of the role of transverse reinforcement in confining tension lap splices in high strength concrete

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