Optimized FRP Wrapping Schemes for Circular Concrete Columns under Axial Compression-Reference-Cited by-同舟云学术

Optimized FRP Wrapping Schemes for Circular Concrete Columns under Axial Compression

Published:2015-12 Issue:6 Volume:19 Page:04015015
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pham Thong M.¹,Hadi Muhammad N. S.²,Youssef Jim³

Affiliation:

1. Postdoctoral Research Associate, School of Civil and Mechanical Engineering, Curtin Univ., Kent St., Bentley, WA 6102, Australia; formerly, Ph.D. Scholar, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

2. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

3. Ph.D. Candidate, School of Civil, Mining and Environmental 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.1943-5614.0000571

Reference26 articles.

1. ACI. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2 R-08 Farmington Hills MI.

2. ASTM. (2010). “Standard test method for tensile properties of fiber reinforced polymer matrix composites used for strengthening of civil structures.” D7565 West Conshohocken PA.

3. Australian Standard. (1976). “Methods for the calibration and grading of extenometers.” Australian Standard 1545 Homebush NSW Australia.

4. Performance of Axially Loaded Short Rectangular Columns Strengthened with Carbon Fiber-Reinforced Polymer Wrapping

5. Factors Affecting the Ultimate Condition of FRP-Wrapped Concrete Columns

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