Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems

Author:

Ekenel Mahmut1234,Rizzo Andrea1234,Myers John J.1234,Nanni Antonio1234

Affiliation:

1. Graduate Research Assistant, Center for Infrastructure Engineering Studies, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409. E-mail: mex84@umr.edu

2. Graduate Research Assistant, Center for Infrastructure Engineering Studies, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409. E-mail: arx8d@umr.edu

3. Associate Professor, Center for Infrastructure Engineering Studies, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409. E-mail: jmyers@umr.edu

4. Vernon and Marelee Jones Professor, Director-Center for Infrastructure Engineering Studies, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409. E-mail: nanni@umr.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference29 articles.

1. American Concrete Institute (ACI). (1991). “State-of-the-art report on anchorage to concrete.” ACI Committee 355.IR-91 Detroit.

2. American Concrete Institute (ACI). (2002b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440.2R-02 Farmington Hills Mich.

3. ASTM. (1994). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” ASTM C 469 Vol. 04-02 Philadelphia.

4. ASTM. (2001). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39 Vol. 04-02 Philadelphia.

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