Ductility and Cracking Behavior of Prestressed Concrete Beams Strengthened with Prestressed CFRP Sheets-Reference-Cited by-同舟云学术

Ductility and Cracking Behavior of Prestressed Concrete Beams Strengthened with Prestressed CFRP Sheets

Published:2008-06 Issue:3 Volume:12 Page:274-283
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kim Yail J.¹²³,Shi Chen¹²³,Green Mark F.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58105. E-mail: jimmy.kim@ndsu.edu

2. Engineer, Behlen Industries, Brandon, MB, Canada, R7A 7B3.

3. Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON Canada K7M 1B5 (corresponding author). E-mail: greenm@civil.queensu.ca

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%282008%2912%3A3%28274%29

Reference33 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05).” ACI-318 Farmington Mich.

2. ANSYS. (2003). ANSYS online manual Canonsburg Pa.

3. ASCE infrastructure report card;ASCE;ASCE News,2003

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