A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Allowable Tensile Stress Limit at Prestress Transfer
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.
Allowable Tensile Stress Limit at Prestress Transfer
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.
Allowable Tensile Stress Limit at Prestress Transfer
Tuchscherer, Robin (author) / Bayrak, Ozzie (author)
Structures Congress 2009 ; 2009 ; Austin, Texas, United States
Structures Congress 2009 ; 1-10
2009-04-29
Conference paper
Electronic Resource
English
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