Bond Characteristics of CFRP Rod Panels Adhered to Concrete under Bending Effects-Reference-Cited by-同舟云学术

Bond Characteristics of CFRP Rod Panels Adhered to Concrete under Bending Effects

Published:2019-02 Issue:1 Volume:23 Page:04018077
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Jawdhari Akram¹,Semendary Ali²,Fam Amir³,Khoury Issam⁴,Steinberg Eric⁵

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6; Lecturer, Dept. of Construction and Projects, Univ. of Babylon, Hila, Iraq (corresponding author).

2. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

3. Professor and Associate Dean for Research and Graduate Studies, and Donald and Sarah Munro Chair in Engineering and Applied Science, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

4. Assistant Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

5. Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.

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.1943-5614.0000909

Reference31 articles.

1. Flexural Behavior of R/C Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets or Fabric

2. Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets

3. FE models of GFRP and CFRP strengthening of reinforced concrete beams;Chansawat K.;Adv. Civ. Eng.,2009

4. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

5. Effective Splices for a Carbon Fiber–Reinforced Polymer

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