Experimental and Parametric Study of Circular Short Columns Confined with CFRP Composites-Reference-Cited by-同舟云学术

Experimental and Parametric Study of Circular Short Columns Confined with CFRP Composites

Published:2009-04 Issue:2 Volume:13 Page:135-147
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Issa Mohsen A.¹²³,Alrousan Rajai Z.¹²³,Issa Moussa A.¹²³

Affiliation:

1. Professor, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 842 W. Taylor St., Chicago, IL 60607.

2. Assistant Professor, Dept. of Civil Engineering, Jordan Univ. of Science and Technology, Irbid, Jordan.

3. Chief Structural Engineer, HBM Engineering Group, LLC, 4415 West Harrison St., Ste. 231, Hillside, IL 60162.

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%291090-0268%282009%2913%3A2%28135%29

Reference27 articles.

1. American Concrete Institute. (2002). Design and construction of externally bonded FRP systems for strengthening concrete structures ACI Committee 440 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2005). “Building code requirements for reinforced concrete.” ACI 318-05 Farmington Hills Mich.

3. Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study

4. Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets;Carey S. A.;ACI Struct. J.,2005

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