Nontraditional Shear Failures in Bulb-T Prestressed Concrete Bridge Girders-Reference-Cited by-同舟云学术

Nontraditional Shear Failures in Bulb-T Prestressed Concrete Bridge Girders

Published:2016-07 Issue:7 Volume:21 Page:04016030
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Garber D. B.¹,Gallardo J. M.²,Deschenes D. J.³,Bayrak O.⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., 10555 West Flagler Street, Miami, FL 33174 (corresponding author).

2. Adjunct Professor, Technological Univ. of Panamá, Campus Victor Levi Sasso, Vía Centenario Ancón, Panamá, Panama.

3. Laboratory Manager, Simpson Gumpertz & Heger, 41 Seyon St., Waltham, MA 02453.

4. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton St., Stop C1700, Austin, TX 78712-0273.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000890

Reference22 articles.

1. ASTM. (2008). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement grade.” ASTM A615/A615M West Conshohocken PA.

2. Avendano A. (2011). “Pretensioned box beams: Prestress transfer and shear behavior.” Ph.D. dissertation Center for Transportation Research Univ. of Texas Austin TX.

3. Avendano A. R. and Bayrak O. (2008). “Shear strength and behavior of prestressed concrete beams.” Technical Rep. IAC-88-5DD1A003-3 Center for Transportation Research Univ. of Texas Austin TX 180.

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