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TECHBRIEF
This techbrief is an archived publication and may contain dated technical, contact, and link information
Publication Number:  FHWA-HRT-14-089    Date:  October 2014
Publication Number: FHWA-HRT-14-089
Date: October 2014

 

Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete

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FHWA Publication No.: FHWA-HRT-14-089

FHWA Contact: Ben Graybeal, HRDI-40, 202-493-3122, benjamin.graybeal@dot.gov

This document is a technical summary of the Federal Highway Administration (FHWA) report, Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete, available at http://www.fhwa.dot.gov/publications/research/infrastructure/structures/bridge/14090/index.cfm.

OBJECTIVE

Ultra-high performance concrete (UHPC) has garnered interest from the highway infrastructure community for its greatly enhanced mechanical and durability properties. The objective of this research is to extensively evaluate the factors that affect bond strength between deformed reinforcing bar and UHPC, and to facilitate the development of design guidelines for using field-cast UHPC in innovative connection details. The results of the research effort and the design recommendations for reinforcing bar embedded in UHPC are provided in this TechBrief.

FHWA-HRT-14-089 PDF Cover

 

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