Damage Approach for the Prediction of Debonding Failure on Concrete Elements Strengthened with FRP-Reference-Cited by-同舟云学术

Damage Approach for the Prediction of Debonding Failure on Concrete Elements Strengthened with FRP

Published:2007-08 Issue:4 Volume:11 Page:391-400
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Coronado Carlos A.¹²,Lopez Maria M.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802-1408.

2. Assistant Professor and Will Development Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett Building, University Park, PA 16802 (corresponding author). E-mail: mmlopez@engr.psu.edu

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%282007%2911%3A4%28391%29

Reference33 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 ACI Farmington Hills Mich.

2. ASTM. (2005a). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C 496 ASTM West Conshohocken Pa.

3. ASTM. (2005b). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D 3039 ASTM West Conshohocken Pa.

4. ASTM. (2005c). “Standard test method for shear properties of composite materials by the V-notched beam method.” ASTM D 5379 ASTM West Conshohocken Pa.

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