Experimental and Computational Studies on High-Strength Concrete Circular Columns Confined by Aramid Fiber-Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

Experimental and Computational Studies on High-Strength Concrete Circular Columns Confined by Aramid Fiber-Reinforced Polymer Sheets

Published:2009-04 Issue:2 Volume:13 Page:125-134
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wu Han-Liang¹²³¹,Wang Yuan-Feng¹²³¹,Yu Liu¹²³¹,Li Xiao-Ran¹²³¹

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Architecture, Beijing Jiaotong Univ., Beijing 100044, China.

2. Professor, School of Civil Engineering and Architecture, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

3. Structural Engineer, China International Construction Corporation, Beijing 100044, 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%291090-0268%282009%2913%3A2%28125%29

Reference21 articles.

1. American Concrete Institute (ACI). (1984). “State of the art report on high strength concrete.” ACI 363R-84 ACI-363 Committee Detroit.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440 ACI-440 Committee Detroit.

3. ANSYS Inc. Corporate. (2005). “The ANSYS 10.1 user documents.” ⟨http://www.ansys.com/services/documentation/index.htm⟩ (Nov. 2 2007).

4. Canadian Standard Association (CSA). (2002). “Design and construction of building components with fibre-reinforced polymers.” CSA-S806-2002 CSA Rexdale BD Toronto.

5. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

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