Prestress Losses and Flexural Behavior of Reinforced Concrete Beams Strengthened with Posttensioned CFRP Sheets-Reference-Cited by-同舟云学术

Prestress Losses and Flexural Behavior of Reinforced Concrete Beams Strengthened with Posttensioned CFRP Sheets

Published:2012-04 Issue:2 Volume:16 Page:207-216
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Wen-Wei¹,Dai Jian-Guo²,Harries Kent A.³,Bao Qi-Hang⁴

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, Southeast Univ., Nanjing, China (corresponding author).

2. Assistant Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Hong Kong.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA.

4. Graduate Student, Dept. of Bridge Engineering, Southeast Univ., Nanjing, 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.1943-5614.0000255

Reference44 articles.

1. American Concrete Institute (ACI). (2008). ACI 440.2R-08 guide for the design and construction of externally bonded FRP systems for strengthening concrete structures Farmington Hills MI.

2. Canadian Standard Association (CSA). (2002). CSA 806-02 design and construction of building components with fiber reinforced polymers Ottawa.

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