Creep Rupture Performance of Basalt Fiber-Reinforced Polymer Bars-Reference-Cited by-同舟云学术

Creep Rupture Performance of Basalt Fiber-Reinforced Polymer Bars

Published:2015-05 Issue:3 Volume:28 Page:04014074
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Banibayat Pouya¹,Patnaik Anil²

Affiliation:

1. Bridge Engineer, Arup, 77 Water St., New York, NY 10005; formerly, Doctoral Student, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325.

2. Professor, Dept. of Civil Engineering, Univ. of Akron, 244 Sumner St., Akron, OH 44325 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000391

Reference38 articles.

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2. American Concrete Institute (ACI) Committee 440. (2004). “Guide test methods for fiber reinforced polymers (FRP) for reinforcing or strengthening concrete structures.” 440.3R-04 Farmington Hills MI.

3. American Concrete Institute (ACI) Committee 440. (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” 440.1R-06 Farmington Hills MI.

4. Ando N. Matsukawa H. Hattori A. and Mashima A. (1997). “Experimental studies on the long-term tensile properties of FRP tendons.” Proc. 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3) Vol. 2 Japan Concrete Institute Sapporo Japan 203–210.

5. ASTM. (2007). “Standard test method for tensile creep rupture of fiber reinforced polymer matrix composite bars.” D7337/D7337M-07 West Conshohocken PA.

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