Submission Number: 16911
Submission ID: 67375
Submission UUID: 4c248414-5ee5-4859-ae16-187a60c198d4

Created: Thu, 01/19/2023 - 18:10
Completed: Thu, 01/19/2023 - 18:10
Changed: Thu, 02/09/2023 - 14:58

Remote IP address: (unknown)
Submitted by: admin
Language: English

Is draft: No
Current page: webform_submission_import

Locked: Yes
TRANSPORTATION DEPT
University of Minnesota
63675
Effect of temperature on PC strand stress during c
99008w102
During fabrication of prestressed concrete bridge girders, the strands are pretensioned in the precasting bed prior to casting the concrete. Because the beds are fixed length, changes in temperature affect the mechanical stress in the strands. Currently, the strand stress is adjusted during tensioning to account for the difference in temperature between strand pull and the temperature of the concrete at placement. It is believed that temperatures may increase to the hydration temperature (e.g., 160 degrees Fahrenheit) prior to bonding. The implication is that the strand may undergo larger losses in prestress, prior to bonding, that currently are not accounted for in design. The purpose of this project is to determine the losses associated with thermal effects during girder construction. The project involves instrumentation of prestressed girders during construction with thermistors and strain gages to separate the thermal and mechanical strain components. In addition, segments of girders may be cast and detensioned at early ages to try to determine the time at which bonding occurs with the strand. Variables to be investigated in the study include the difference in temperature between strand pull and bond.
Project Duration
Sun, 06/14/2015 - 00:00
Thu, 12/31/2015 - 00:00
Thu, 12/31/2015 - 00:00
Yes
{Empty}
Contract Amounts
$132345.00
$0.0
$132345.00
Yes
State Research Program & Federal Funds
No
{Empty}
Dave Dahlberg
Dave.Dahlberg@state.mn.us
Satisfactory
High quality
Satisfactory
Satisfactory
Yes
None
4 - satisfied