Three-Dimensional Nonlinear Finite-Element Analysis of Prestressed Concrete Beams Strengthened in Shear with FRP Composites-Reference-Cited by-同舟云学术

Three-Dimensional Nonlinear Finite-Element Analysis of Prestressed Concrete Beams Strengthened in Shear with FRP Composites

Published:2011-12 Issue:6 Volume:15 Page:896-907
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

You Young-Min¹²³,Ayoub Ashraf¹²³,Belarbi Abdeldjelil¹²³

Affiliation:

1. Research Assistant Professor, Dept. of Civil & Environmental Engineering, Univ. of Houston, Houston.

2. Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of Houston, Houston (corresponding author).

3. Hugh Roy and Lillie Cranz Cullen Distinguished Professor and Chairman, Dept. of Civil & Environmental Engineering, Univ. of Houston, Houston.

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.1943-5614.0000226

Reference32 articles.

1. Al-Mahaidi R. Lee K. and Taplin G. (2001). “Behavior and analysis of RC T-beams partially damaged in shear and repaired with CFRP laminates.” Proc. 2001 Structural Congress and Exposition ASCE Washington DC.

2. Arduini M. Nanni A. Di Tommaso A. and Focacci F. (1997). “Shear response of continuous RC beams strengthened with carbon FRP sheets.” Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structures Vol. 1 Japan Concrete Institute Tokyo 459–466.

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

4. Belarbi A. Bae S. W. Ayoub A. Kuchma D. Mirmiran A. and Okeil A. (2010). “Design of FRP systems for strengthening concrete girders in shear.” Technical Rep. of NCHRP Project 12-75 National Cooperative Highway Research Program Transportation Research Board Washington DC.

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

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