Submission Number: 15379
Submission ID: 65843
Submission UUID: 311b5b9d-5322-47b5-9c6e-2a83c5d5cf70

Created: Thu, 01/19/2023 - 18:10
Completed: Thu, 01/19/2023 - 18:10
Changed: Thu, 02/09/2023 - 14:56

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

Is draft: No
Current page: webform_submission_import

Locked: Yes
TRANSPORTATION DEPT
University of Minnesota
48004/3000064604, 3000089
Anchorage of Shear Reinforcement in Prestressed Co
99008 W41
The transverse reinforcement used to resist shear in prestressed concrete bridge girders has been typically configured with "straight legs" to facilitate girder construction. This configuration is readily placed by insetting the reinforcement cage into the forms after stressing the prestressing strands. Most recommended details, however, require stirrups to be fabricated with bent legs that encompass the longitudinal reinforcement which serves to anchor the stirrups. Such a configuration is recommended to ensure that the stirrup will be able to develop its yield strength with a short anchorage length to resist shear within the web ofthe girder. In the case of prestressed concrete bridge girders with "straight leg" transverse reinforcement, the expectation is that the precompression in the girders will serve to enhance the anchorage of the transverse reinforcement, thereby enabling the straight bar detail. The purpose of this project is to investigate the anchorage of straight-legged stirrups in prestressed concrete girder subassemblages to ensure that the yield of the transverse reinforcement can be achieved in a number of configurations.
Project Duration
Fri, 06/29/2012 - 00:00
Sun, 11/30/2014 - 00:00
Sun, 11/30/2014 - 00:00
Yes
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Contract Amounts
$175000.00
{Empty}
$175000.00
Yes
TH
No
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Jilk, Benjamin
ben.jilk@state.mn.us
Got things done when they needed to in a timely manner.
The work performed was exceptional.
The cost was reasonable for the work performed.
The work was exceptional. The results of this project save MnDOT money overall and give confidence in our methods used in design.
Yes
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5 - very satisfied