Condition Assessment of Fiber-Reinforced Polymer Strengthening of Concrete Bridge Components-Reference-Cited by-同舟云学术

Condition Assessment of Fiber-Reinforced Polymer Strengthening of Concrete Bridge Components

Published:2016-12 Issue:6 Volume:30 Page:04016052
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Pallempati Hemachand¹,Beneberu Eyosias²,Yazdani Nur³,Patel Sunil⁴

Affiliation:

1. Project Engineer, AG&E Structural Engenuity, 15280 Addison Rd., Suite 310, Addison, TX 75001.

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019.

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019 (corresponding author).

4. Structural Engineer, Texas Dept. of Transportation, Bridge Division, Dallas District, 4777E Highway 80, Mesquite, TX 75150.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000902

Reference16 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R Farmington Hills MI.

2. Allen D. (2009). “Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures.” Colorado State Univ. Fort Collins CO.

3. ASCE. (2014). “Report card on America’s infrastructure.” 〈http://www.infrastructurereportcard.org/bridges/〉 (Aug. 7 2014).

4. ASTM. (2009). “Standard test method for pull-off strength for FRP bonded to concrete structures.” ASTM D7522/D7522M Reston VA.

5. Durability of FRP-concrete bond in FRP-strengthened bridges;Banthia N.;Concr. Int.,2010

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