Experimental Investigation of Circular High-Strength Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars and Helices under Different Loading Conditions-Reference-Cited by-同舟云学术

Experimental Investigation of Circular High-Strength Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars and Helices under Different Loading Conditions

Published:2017-08 Issue:4 Volume:21 Page:04017005
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hadi Muhammad N. S.¹,Hasan Hayder Alaa²,Sheikh M. Neaz³

Affiliation:

1. Associate Professor, School of CME Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

2. Ph.D. Candidate, School of CME Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

3. Senior Lecturer, School of CME Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

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.1943-5614.0000784

Reference26 articles.

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2. Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0

3. Alsayed S. H. Al-Salloum Y. A. Almusallam T. H. and Amjad M. A. (1999). “Concrete columns reinforced by GFRP rods.” 4th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Reinforced Concrete Structures SP-188 C. W. Dolan S. H. Rizkalla and A. Nanni eds. American Concrete Institute Farmington Hills MI 103–112.

4. Stress-strain behavior of high-strength concrete confined by ultra-high- and normal-strength transverse reinforcements;Bing L.;ACI Struct. J.,2001

5. Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars;Choo C. C.;ACI Struct. J.,2006

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