Flexural and Shear Behavior of Reinforced Concrete Members Strengthened with a Discrete Fiber-Reinforced Polyurea System-Reference-Cited by-同舟云学术

Flexural and Shear Behavior of Reinforced Concrete Members Strengthened with a Discrete Fiber-Reinforced Polyurea System

Published:2013-02 Issue:1 Volume:17 Page:108-116
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Greene Courtney E.¹,Myers John J.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural and Environmental Engineering and Center for Infrastructure Engineering Studies, Missouri Univ. of Science and Technology, Rolla, MO 65409.

2. Associate Professor of Civil, Architectural and Environmental Engineering, Dept. of Civil, Architectural and Environmental Engineering and Center for Infrastructure Engineering Studies, Missouri Univ. of Science and Technology, Rolla, MO 65409 (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.1943-5614.0000308

Reference20 articles.

1. American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete.” ACI 318-08 Farmington Hills MI.

2. American Concrete Institute (ACI). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

3. ASCE. (2009). 2009 Report card for America’s infrastructure Reston VA.

4. ASTM. (2002). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” C469-02 West Conshohocken PA.

5. ASTM. (2006). “Standard test methods for vulcanized rubber and thermoplastic elastomers – Tension.” D412-06a West Conshohocken PA.

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