Torsional Strength of Prestressed Concrete Bridge Girders

Buth, Eugene; Furr, Howard L.

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Torsional Strength of Prestressed Concrete Bridge Girders

1971-08-01
By Buth, Eugene ; Furr, Howard L.

File Language:

English

Details

Creators:

Buth, Eugene ; Furr, Howard L.
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration
Subject/TRT Terms:
Publication/ Report Number:

150-lF
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

Two Texas Highway Department type B prestressed concrete bridge girders were tested to determine their torsional strength. Applied torque, angle of twist and strains in the concrete were determined. The theoretical strength and torque-rotation relationships were calculated by classical elastic theory. Experimental and theoretical torque-rotation relationships were found to agree very closely. The theoretical torsional strength was on the average about 75 percent of the experimentally determined torsional strength.
Format:

PDF
Funding:

2-5-70-150
Download URL:

https://rosap.ntl.bts.gov/view/dot/84815/dot_84815_DS1.pdf
File Type:

[PDF - 1.88 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:d6cbe591c60705b52291abb8ebc62c26fcfc92079f97b378d3569d2485b6d8dbdedf00cfc750921bb0fbf1539f5458bdb72e6eaad1d70fcf7f90ade75215474b

File Language:

English

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