Closure to “Deflection of FRP Prestressed Concrete Beams” by Shobeir Pirayeh Gar, John B. Mander, and Stefan Hurlebaus-Reference-Cited by-同舟云学术

Closure to “Deflection of FRP Prestressed Concrete Beams” by Shobeir Pirayeh Gar, John B. Mander, and Stefan Hurlebaus

Published:2019-04 Issue:2 Volume:23 Page:07019002
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pirayeh Gar Shobeir¹,Mander John B.²,Hurlebaus Stefan³

Affiliation:

1. Lead Structural Engineer, Houston Offshore Engineering, an Atkins Company (Member of the SNC Lavalin Group), 17220 Katy FWY, Suite 200, Houston, TX 77094; formerly, Graduate Assistant Researcher, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

2. Inaugural Zachry Professor I, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

3. Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136; Research Scientist, Zachry Dept. of Civil Engineering, Texas A&M Transportation Institute, Texas A&M Univ., College Station, TX 77843-3136.

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.1943-5614.0000935

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2. Equivalent Moment of Inertia Based on Integration of Curvature

3. Cummings W. D. 2014. “Analytical and experimental assessment of an AASHTO I-girder type I prestressed with AFRP tendons.” M.S. thesis Dept. of Civil Engineering Texas A&M Univ.

4. Behavior of CFRP for prestressing and shear reinforcement of concrete highway bridges;Fam A. Z.;ACI Struct. J.,1997

5. Effect of load ratio and hydrogen concentration on the crack growth rate in Zr–2.5Nb tubes