Discussion of “Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical Investigation” by Yail J. Kim
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Building Engineering, Tongji Univ., 1239#, Siping Rd., Shanghai, 200092, China.
2. Prof., Dept. of Building Engineering, Tongji Univ., 1239#, Siping Rd., Shanghai, 200092, China (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.1943-5614.0000247
Reference9 articles.
1. American Concrete Institute (ACI). (2004). “Prestressing concrete structures with FRP tendons.” ACI 440.4R-04 ACI Committee 440 Farmington Hills MI.
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2. Deflection of prestressed concrete beam using fiber reinforced polymer (FRP) tendon;Australian Journal of Structural Engineering;2016-09
3. Deflection Behavior of Prestressed Concrete Beam using Fiber Reinforced Polymer (FRP) Tendon;The Open Civil Engineering Journal;2016-02-29
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