Evaluation of the Flexural Response of CFRP-Strengthened Unbonded Posttensioned Members-Reference-Cited by-同舟云学术

Evaluation of the Flexural Response of CFRP-Strengthened Unbonded Posttensioned Members

Published:2015-06 Issue:3 Volume:19 Page:04014052
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El Meski F.¹,Harajli M.²

Affiliation:

1. Lecturer, American Univ. of Beirut, Bliss St., Beirut 11-0236, Lebanon.

2. Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American Univ. of Beirut, Bliss St., Beirut 11-0236, Lebanon (corresponding author).

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.1943-5614.0000516

Reference18 articles.

1. ABAQUS Version 6.8 [Computer software]. Hibbitt Karlsson Sorensen Pawtucket RI.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Detroit MI 76.

3. American Concrete Institute (ACI). (2011). “Building code requirements for reinforced concrete and commentary.” ACI 318-2011/ACI 318R-11 Farmington Hills MI.

4. American Society for Testing and Materials (ASTM). (2009). “Standard specifications for deformed and plain carbon-steel bars for concrete reinforcement.” A615/A615M-09 West Conshohocken PA 6.

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