Effect of Untreated Surface Disbonds on Performance of FRP-Retrofitted Concrete Beams-Reference-Cited by-同舟云学术

Effect of Untreated Surface Disbonds on Performance of FRP-Retrofitted Concrete Beams

Published:2009-12 Issue:6 Volume:13 Page:476-485
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kalayci Ahmet Serhat¹²³,Yalim Baris¹²³,Mirmiran Amir¹²³

Affiliation:

1. Structural Engineer, Walker Parking Consultants, 17049 El Camino Real, Ste 202, Houston, TX 77058.

2. Structural Engineer, EAC Consulting, Inc., 815 NW 57th Ave., Suite 402, Miami, FL 33126.

3. Professor and Dean, College of Engineering and Computing, Florida Int. Univ., Miami, FL 33174 (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.1943-5614.0000032

Reference16 articles.

1. ACI Committee 440. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 American Concrete Institute Detroit.

2. ANSYS 8.0 . (2003). ANSYS Inc. Canonsburg Pa.

3. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

4. Delaney J. C. and Karbhari V. M. (2006). “The assessment of aspects related to defect criticality in CFRP strengthened concrete flexural members.” Rep. No. SSRP 06/11 Dept. of Structural Engineering Univ. of California-San Diego La Jolla Calif.

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