journal article·2014-09

Shear Testing of Prestressed Concrete U-Beams

Catherine Hovell, Alejandro Avendaño, Oguzhan Bayrak, James Jirsa

ACI Structural Journal· Volume 111· Issue 5
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Health Monitoring Techniques · Concrete Corrosion and Durability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (5)

Show source-provided references
1. Shear Database for Prestressed Concrete Members
2. Hovell, C. G.; Avendaño, A. R.; Moore, A. M.; Dunkman, D. A.; Bayrak, O. B.; and Jirsa, J. O., “Structural Performance of Texas U-Beams at Prestress Transfer and Under Shear-Critical Loads,”ReportNo. FHWA/TX-13/0-5831-2, Center for Transportation Research, University of Texas at Austin, Austin, TX.
3. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp.
4. American Association of State Highway and Transportation Officials (AASHTO), “AASHTO LRFD Bridge Design Specifications: Customary Units,” fourth edition, Washington, DC, 2007. (with 2008 Interim Revisions)
5. Texas Department of Transportation (TxDOT), “Bridge Division Standard Drawings: Prestressed Concrete U-Beam Details,” Austin, TX, 1998, www.dot.state.tx.us