Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups-Reference-Cited by-同舟云学术

Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups

Published:2016-08 Issue:4 Volume:20 Page:04015083
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Issa Mohsen A.¹,Ovitigala Thilan²,Ibrahim Mustapha³

Affiliation:

1. Professor, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 2095 Engineering Research Facility, 842 West Taylor St., Chicago, IL 60607 (corresponding author).

2. Bridge Structural Engineer.

3. Graduate Research Assistant, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 950 S. Halsted, SEL 1050, Chicago, IL 60607.

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.1943-5614.0000638

Reference29 articles.

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

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

3. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI Committee 318-11 Farmington Hills MI.

4. Adhikari S. (2009). “Mechanical properties and flexural applications of basalt fiber reinforced polymer (BFRP) bars.” M.S. thesis Dept. of Civil Engineering Univ. of Akron Akron OH.

5. Bend strength of FRP stirrups: Comparison and evaluation of testing methods;Ahmed E. A.;J. Compos. Constr.,2014

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