Fatigue and shear behavior of HPC bulb tee girders : LTRC technical summary report.

Bruce, Robert N.; Louisiana Transportation Research Center

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Fatigue and shear behavior of HPC bulb tee girders : LTRC technical summary report.

2008-04-01
By Bruce, Robert N.

[PDF-24.30 KB]

English

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Alternative Title:

Fatigue and shear behavior of HPC bulb tee girders.
Creators:

Bruce, Robert N.
Corporate Creators:

Louisiana Transportation Research Center
Subject/TRT Terms:

[+]

Evaluation Fatigue (Mechanics) Girders High Performance Concrete Prestressed Concrete Shear Reinforcement Shear Strength Static Loads Tensile Strength
Publication/ Report Number:

LTRC technical summary report 395 ; LTRC Project. No. 00-6S ; State Project No. 736-99-0821

LTRC technical summary report 395 ; LTRC Project. No. 00-6S ; State Project No. 736-99-0821 Less -
Resource Type:

Tech Report
Geographical Coverage:

Louisiana
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

The objectives of the research were (1) to provide assurance that full size, deep prestressed concrete girders made with HPC would perform satisfactorily under flexural fatigue, static shear, and static flexural loading conditions; (2) to determine if a higher allowable concrete tensile stress can be used in the flexural design of high strength prestressed concrete girders; and (3) to investigate the use of welded wire deformed reinforcement as an alternate to deformed bars for shear reinforcement.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:d05aebadde59997ee76618404a3a7eef940a0cfe14ba155fb49a9bd9b2028571
Download URL:

https://rosap.ntl.bts.gov/view/dot/22371/dot_22371_DS1.pdf
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Fatigue and shear behavior of HPC bulb tee girders : LTRC technical summary report.

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