| Title | Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks |
|---|---|
| Record ID | 75025 |
| Personal Name Creator |
Graybeal, Benjamin A. |
| Corporate Creator | United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development |
| Publisher | United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development |
| Publication Date | 20120401 |
| Language | English |
| Abstract | The demand for accelerated construction of highway bridges and the historically sub-optimal performance of cast-in-place bridge decks has led to a demand for the use of prefabricated concrete bridge decks. Although this decking system presents many advantages, one fundamental hurdle to its use is the field-cast connections which join the panels to the supporting superstructure. The intent of this research project is to redesign the composite connection in a way that provides for simple, constructible details which do not present field fit-up issues and which provide good long-term durability performance. A relatively new construction material, ultra-high performance concrete (UHPC), was engaged for this project. UHPC presents a unique set of rheological, mechanical, and durability properties which are particularly well suited to meeting these goals. Full-scale girder/deck structural elements were fabricated and tested under cyclic fatigue and static structural loadings. The variables assessed within the study included the performance of both a conventional connection and the novel UHPC connection when installed on both steel and precast concrete girders. The test setup involved loading the 12.2-m (40-foot) long, 1.3-m (51-inch) deep test specimens in four-point bending. The cyclic testing involved application of more than eleven million of cycles fatigue loading, which was followed by static loading of each specimen to failure. The applied loadings surpassed the design loads required by the AASHTO LRFD Bridge Design Specifications. Assessment of performance of the connection and recommendations for future use are based on experience with fabrication of test specimens and on observations and analyses from the structural testing. This report corresponds to the TechBrief titled “Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks” (FHWA-HRT-12-042). |
| Rosap ID | dot:50261 |
| Rosap URL | https://rosap.ntl.bts.gov/view/dot/50261 |
| TRT Terms | Ultra high performance concrete; Reinforced concrete; Bridges; Bridge construction; Structural connection; Bridge decks; Prefabricated bridges; Cyclic tests; Composite materials |
| General Subjects | Ultra-high performance concrete; UHPC; fiber-reinforced concrete; bridges; accelerated construction; connection detail; prefabricated bridge deck; cyclic testing; composite materials |
| Geographical Coverage |
United States |
| TRIS Online Accession No |
1749350 |
| Report Number | FHWA-HRT-12-041 |
| Resource type | Tech Report |
| URL | https://ntlrepository.blob.core.windows.net/lib/75000/75000/75025/FHWA-HRT-12-041.pdf |
| Format | |
| Database | NTL Digital Repository |