| Title | Bond Behavior of Reinforcing Steel in Ultra-High Performance Concrete |
|---|---|
| Record ID | 61575 |
| Personal Name Creator |
Graybeal, Benjamin A.; Yuan, Jiqiu |
| Corporate Creator | United States. Federal Highway Administration; United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center |
| Corporate Contributor |
Performance Systems International (Reston, Va.) |
| Publisher | United States. Federal Highway Administration; Turner-Fairbank Highway Research Center |
| Publication Date | 20141101 |
| Language | English |
| 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. |
| Rosap ID | dot:35739 |
| Rosap URL | https://rosap.ntl.bts.gov/view/dot/35739 |
| TRT Terms | Adhesive bond strength; Design; Guidelines; Reinforcing bars; Ultra high performance concrete |
| Geographical Coverage |
United States |
| TRIS Online Accession No |
1560604 |
| Contract Number | DTFH61-10-D-00017 |
| Report Number | FHWA-HRT-14-089; HRDI-40/11-14(300)E |
| Availability | Federal Highway Administration |
| Resource type | Tech Report |
| URL | https://ntlrepository.blob.core.windows.net/lib/61000/61500/61575/14089.pdf |
| Format | |
| Database | NTL Digital Repository |