Fracture Mechanics Method for Mode-I Interface Evaluation of FRP Bonded to Concrete Substrates-Reference-Cited by-同舟云学术

Fracture Mechanics Method for Mode-I Interface Evaluation of FRP Bonded to Concrete Substrates

Published:2006-10 Issue:5 Volume:18 Page:732-742
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Davalos Julio F.¹²³,Kodkani Shilpa S.¹²³,Ray Indrajit¹²³

Affiliation:

1. Benedum Distinguished Teaching Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506-6103 (corresponding author).

2. Structural Engineer, Rummel, Klepper and Kahl Engineers, Baltimore, MD 21127.

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506-6103.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282006%2918%3A5%28732%29

Reference44 articles.

1. Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model

2. 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 Mich.

3. Parametric study of beams with externally bonded FRP reinforcement;Arduini M.;ACI Struct. J.,1997

4. Boyajian D. M. (2002). “Mode I fracture and durability of the CFRP–concrete interface bond.” Ph.D. dissertation West Virginia Univ. Morgantown W.Va.

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