Evaluation of bond properties in self-consolidating prestressed beams

Edwin Salcedo Rueda, Andrea J. Schokker

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The use of Self-Consolidating Concrete (SCC) is becoming more prevalent in both building and bridge applications. Newcrete Products in Roaring Spring, Pennsylvania has experience with use of an SCC mix in parking structure members such as double-tee sections. While SCC is not yet widely used in bridge members in Pennsylvania, this application is also of interest. Newcrete in cooperation with Penn State University developed a program for bond evaluation of the Newcrete SCC mix. The objectives of the program are as follows: 1) to compare the Newcrete SCC mix with the current design code requirement for transfer length, 2) to determine the pull-out capacity of the strand in the SCC mix with the Moustafa test, 3) evaluate the failure mode at ultimate, and 4) compare the results of the SCC mix with a standard (non-SCC) Newcrete mix.

Original languageEnglish (US)
Title of host publicationSelf-Consolidating Concrete for Precast Prestressed Applications
EditorsAnton K. Schindler, David Trejo, Robert W. Barnes
PublisherAmerican Concrete Institute
Pages117-122
Number of pages6
ISBN (Electronic)9780870312533
StatePublished - Sep 1 2007
Externally publishedYes
EventSelf-Consolidating Concrete for Precast Prestressed Applications 2007 - At the ACI Fall 2007 Convention - Fajardo, Puerto Rico
Duration: Oct 14 2007Oct 18 2007

Publication series

NameAmerican Concrete Institute, ACI Special Publication
VolumeSP-247
ISSN (Print)0193-2527

Conference

ConferenceSelf-Consolidating Concrete for Precast Prestressed Applications 2007 - At the ACI Fall 2007 Convention
Country/TerritoryPuerto Rico
CityFajardo
Period10/14/0710/18/07

Bibliographical note

Publisher Copyright:
© 2007 American Concrete Institute. All rights reserved.

Keywords

  • Bond
  • Prestressed
  • Self-consolidating concrete (SCC)

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