Experimental Study of Two Prestressed Steel Beam Concrete Slab Bridge Units [1987]

Densford, Thomas A; Murray, Thomas M.,

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Experimental Study of Two Prestressed Steel Beam Concrete Slab Bridge Units [1987]

1987-05-01
By Densford, Thomas A ; Murray, Thomas M.,

File Language:

English

Details

Creators:

Densford, Thomas A ; Murray, Thomas M.,
Corporate Creators:

University of Oklahoma. College of Engineering
Corporate Contributors:

Oklahoma. Department of Transportation. Research & Development Division ; United States. Department of Transportation. Federal Highway Administration
Subject/TRT Terms:

Breaking Loads Bridge Decks Composite Materials Failure Analysis Forecasting Loads Mechanical Fatigue Prefabricated Structures Prestressing Static Loads Stud Connectors
Publication/ Report Number:

FHWA/OK 87 (1)
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report, Jan '85 -May '87
Corporate Publisher:

Oklahoma. Department of Transportation
Abstract:

The behavior of two 55 ft. long prestressed, composite steel beam concrete slab bridge units was studied. The type of unit tested is currently used in county road bridge construction, where the use of prefabricated units is especially economical.
Format:

PDF
Funding:

28, 82-02-2
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:c58c3eb7260aa362a6e7743b43c5816fe09da419e51d09a59cce98838815eb86544fd57c0da74356f3653f973cafd8cac68e109325d41a3ea533cb1d935e2c55
Download URL:

https://rosap.ntl.bts.gov/view/dot/89334/dot_89334_DS1.pdf
File Type:

[PDF - 3.01 MB ]

File Language:

English

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Details

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