Application of the LRFD Bridge Design Specifications to High-Strength Structural Concrete: Shear Provisions
The objective of this research is to develop recommended revisions to the AASHTO LRFD Bridge Design Specifications to extend the applicability of shear design provisions for reinforced and prestressed concrete structures to concrete compressive strengths greater than 10 ksi. In addition, other barriers to the use of high- strength concrete will be identified.
Language
- English
Project
- Status: Completed
- Funding: $650000.00
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Contract Numbers:
Project 12-56
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Sponsor Organizations:
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590American Association of State Highway and Transportation Officials (AASHTO)
444 North Capitol Street, NW
Washington, DC United States 20001National Cooperative Highway Research Program
Transportation Research Board
500 Fifth Street, NW
Washington, DC United States 20001 -
Project Managers:
Beal, David
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Performing Organizations:
University of Illinois, Urbana-Champaign
Department of Civil Engineering, 201 Engineering Hall
Urbana, IL United States 61801 -
Principal Investigators:
Hawkins, Neal
- Start Date: 20010726
- Expected Completion Date: 0
- Actual Completion Date: 20060831
- Source Data: RiP Project 5709
Subject/Index Terms
- TRT Terms: Bridge design; Compressive strength; High strength concrete; Research projects; Shear properties; Structural design
- Identifier Terms: National Cooperative Highway Research Program
- Subject Areas: Bridges and other structures; Design; Highways; I30: Materials;
Filing Info
- Accession Number: 01461022
- Record Type: Research project
- Source Agency: National Cooperative Highway Research Program
- Contract Numbers: Project 12-56
- Files: RiP, USDOT
- Created Date: Jan 3 2013 1:37PM