Allowable tensile stress limit at prestress transfer

Robin Tuchscherer, Ozzie Bayrak

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

Abstract

This research program was funded by the Texas Department of Transportation ∥TxDOT∥ to determine the cause of flexural cracking of prestressed beams at release. Girders that exhibited cracking were 54-inches deep, relatively short in length ∥60-feet and less∥, and contained highly eccentric strand configurations.

Original languageEnglish (US)
Title of host publicationProceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers
Subtitle of host publicationExpanding Our Role
Pages1534-1543
Number of pages10
DOIs
StatePublished - Sep 14 2009
Externally publishedYes
Event2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role - Austin, TX, United States
Duration: Apr 30 2009May 2 2009

Publication series

NameProceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role

Other

Other2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
CountryUnited States
CityAustin, TX
Period4/30/095/2/09

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

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  • Cite this

    Tuchscherer, R., & Bayrak, O. (2009). Allowable tensile stress limit at prestress transfer. In Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role (pp. 1534-1543). (Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role). https://doi.org/10.1061/41031(341)167