Axial Stress-Strain Model of CFRP-Confined Concrete under Monotonic and Cyclic Loading-Reference-Cited by-同舟云学术

Axial Stress-Strain Model of CFRP-Confined Concrete under Monotonic and Cyclic Loading

Published:2015-12 Issue:6 Volume:19 Page:04015004
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hany Najwa F.¹,Hantouche Elie G.²,Harajli Mohamed H.³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American Univ. of Beirut, Beirut 1107-2020, Lebanon.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American Univ. of Beirut, Beirut 1107-2020, Lebanon (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American Univ. of Beirut, Beirut 1107-2020, Lebanon.

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.1943-5614.0000557

Reference31 articles.

1. Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms

2. An investigation of stress-strain behavior of FRP-confined concrete under cyclic compressive loading;Abbasnia R.;Int. J. Civil Eng.,2012

3. Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression

4. Cyclic and monotonic behavior of FRP confined concrete rectangular prisms with different aspect ratios

5. Experimental investigation and strength modeling of CFRP-conﬁned concrete rectangular prisms under axial monotonic compression;Abbasnia R.;Mater. Struct.,2013

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