Behavior and Modeling of Confined High-Strength Concrete-Reference-Cited by-同舟云学术

Behavior and Modeling of Confined High-Strength Concrete

Published:2010-06 Issue:3 Volume:14 Page:249-259
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Xiao Q. G.¹²³,Teng J. G.¹²³,Yu T.¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

2. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

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.1943-5614.0000070

Reference36 articles.

1. Behavior of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates

2. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (318M-08) and commentary.” ACI 318M-08 Detroit.

3. High-strength concrete subjected to triaxial compression;Ansari F.;ACI Mater. J.,1998

4. ASTM. (2000). “Standard test method for tensile properties of polymer matrix composite materials.” D3039 West Conshohocken Pa.

5. Stress-strain relationship of confined and unconfined concrete;Attard M.;ACI Mater. J.,1996

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