Use of Mixed-Mode Fracture Interfaces for the Modeling of Large-Scale FRP-Strengthened Beams-Reference-Cited by-同舟云学术

Use of Mixed-Mode Fracture Interfaces for the Modeling of Large-Scale FRP-Strengthened Beams

Published:2010-12 Issue:6 Volume:14 Page:845-855
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lee Jae Ha¹²³,Chacko Rose M.¹²³,Lopez Maria M.¹²³

Affiliation:

1. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett, University Park, PA 16801.

2. Structural Engineer, WorleyParsons Group, Inc., 633 Chestnut St., Suite 400, Chattanooga, TN 37450.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett, University Park, PA 16801 (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.1943-5614.0000143

Reference27 articles.

1. American Concrete Institute (ACI). (2007). “Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures.” ACI 440R-07 Farmington Hill Mich.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 4402R-08 Farmington Hill Mich.

3. Debonding of FRP plated concrete: A tri-layer fracture treatment

4. Flexural and Interfacial Behavior of FRP-Strengthened Reinforced Concrete Beams

5. Appraisal of the novel single contoured-cantilever beam

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