Experimental Study and Numerical Modeling of Cyclic Bond–Slip Behavior of Basalt FRP Bars in Concrete-Reference-Cited by-同舟云学术

Experimental Study and Numerical Modeling of Cyclic Bond–Slip Behavior of Basalt FRP Bars in Concrete

Published:2018-12 Issue:6 Volume:22 Page:04018050
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ahmed ShehabEldeen A. S.¹,Fahmy Mohamed F. M.²,Wu Zhishen³

Affiliation:

1. Ph.D. Student, Assiut Univ., Assiut 71515, Egypt.

2. Research Fellow, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China; Associate Professor, Faculty of Engineering, Civil Engineering Dept., Assiut Univ., Assiut 71516, Egypt.

3. Professor, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China (corresponding author).

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.1943-5614.0000887

Reference17 articles.

1. Cyclic beam bending test for assessment of bond–slip behaviour

2. Bond behavior of gfrp rebars embedded in concrete under cyclic loading;Cheong Y. G.;Archit. Inst. of Korea,2008

3. Behavior and Modeling of Bond of FRP Rebars to Concrete

4. Bond Performance of Basalt Fiber-Reinforced Polymer Bars to Concrete

5. An experimental study on bond–slip in moderately confined concrete subjected to monotonic and cyclic loading using an experimental plan

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