TY - GEN
T1 - Allowable tensile stress limit at prestress transfer
AU - Tuchscherer, Robin
AU - Bayrak, Ozzie
PY - 2009
Y1 - 2009
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=69949143542&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=69949143542&partnerID=8YFLogxK
U2 - 10.1061/41031(341)167
DO - 10.1061/41031(341)167
M3 - Conference contribution
AN - SCOPUS:69949143542
SN - 9780784410318
T3 - Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
SP - 1534
EP - 1543
BT - Proceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers
T2 - 2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
Y2 - 30 April 2009 through 2 May 2009
ER -