Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete

Graybeal, Benjamin A.; Yuan, Jiqiu

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Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete

2014-11-01
By Graybeal, Benjamin A. ; Yuan, Jiqiu

File Language:

English

Details

Alternative Title:

Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete TechBrief
Creators:

Graybeal, Benjamin A. ; Yuan, Jiqiu
Corporate Creators:

United States. Federal Highway Administration ; United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center
Corporate Contributors:

Performance Systems International (Reston, Va.)
Subject/TRT Terms:
Publication/ Report Number:

FHWA-HRT-14-089;HRDI-40/11-14(300)E
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration ; Turner-Fairbank Highway Research Center
Abstract:

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.
Format:

PDF
Funding:

DTFH61-10-D-00017
Download URL:

https://rosap.ntl.bts.gov/view/dot/35739/dot_35739_DS1.pdf
File Type:

[PDF - 2.94 MB]
Collection(s):

Federal Highway Administration
Main Document Checksum:

urn:sha-512:ce4de0d08a6630afa6c226291982fb7b0604d1febecab5f52c3fb87059a13a931c4a27298128dc28d48965e4babf9ff8ff96c2d2b84a96dc0ba67ccdafe24239

File Language:

English

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