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2024 | OriginalPaper | Buchkapitel

The Future of Ultra-High-Performance Concrete in Infrastructure Projects in the United States

verfasst von : Amin Akhnoukh, Preston Skinner

Erschienen in: A Pathway to Safe, Smart, and Resilient Road and Mobility Networks

Verlag: Springer Nature Switzerland

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Abstract

The ultra-high-performance concrete (UHPC), developed in France in late 1990s under the name reactive powder concrete (RPC), is currently used by the Federal Highway Administration (FHWA) and State Departments of Transportation (DOTs) in different infrastructure applications. Major emphasis is given to precast/prestressed girder bridge construction, with an eye on increasing bridge spans, reducing the number of girders, and decreasing the girders depth. The aforementioned advantages are attained due to the superior characteristics and enhanced mechanical properties of the UHPC mixes, mainly increased compressive strength and modulus of elasticity. Despite the mechanical advantages and superior long-term performance, the UHPC market share is considerably small, and the number of UHPC bridges is limited. However, UHPC is being used in small-size repairs, casting connections, and joints. The main impediments to the widespread of UHPC in bridge construction is attributed to the high material cost of proprietary mixes ($2000 per cubic yard), lack of design specifications and construction expertise in handling UHPC construction projects. This paper presents current and possible future applications of UHPC. In addition, it presents a detailed study on current UHPC practices, advantages, disadvantages, and main impediments to the widespread of UHPC in bridge construction industry.

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Literatur
Zurück zum Zitat Akhnoukh, A. (2008). Development of high performance precast/prestressed girder. Ph.D. Dissertation, University of Nebraska-Lincoln, Nebraska. Akhnoukh, A. (2008). Development of high performance precast/prestressed girder. Ph.D. Dissertation, University of Nebraska-Lincoln, Nebraska.
Zurück zum Zitat Akhnoukh, A. (2010). The effect of confinement on transfer and development length of 0.7-inch prestressing strands. In Proceedings of the 2010 Concrete Bridge Conference: Achieving Safe, Smart & Sustainable Bridges, Phoenix, Arizona Akhnoukh, A. (2010). The effect of confinement on transfer and development length of 0.7-inch prestressing strands. In Proceedings of the 2010 Concrete Bridge Conference: Achieving Safe, Smart & Sustainable Bridges, Phoenix, Arizona
Zurück zum Zitat Akhnoukh, A., Kamel, L. Z., & Barsoum, M. M. (2016). Alkali silica reactivity mitigation and prevention measures for Arkansas local aggregates. World Academy of Science, Engineering, and Technology International Journal of Civil and Environmental Engineering, 10(2). https://doi.org/10.5281/zenodo.1338860 Akhnoukh, A., Kamel, L. Z., & Barsoum, M. M. (2016). Alkali silica reactivity mitigation and prevention measures for Arkansas local aggregates. World Academy of Science, Engineering, and Technology International Journal of Civil and Environmental Engineering, 10(2). https://​doi.​org/​10.​5281/​zenodo.​1338860
Zurück zum Zitat Akhnoukh, A., & Soares, R. (2018). Reactive powder concrete application in the construction industry in the United States. In Proceedings of the 10th Conference of Construction in the 21st Century (CITC 10), Sri Lanka. Akhnoukh, A., & Soares, R. (2018). Reactive powder concrete application in the construction industry in the United States. In Proceedings of the 10th Conference of Construction in the 21st Century (CITC 10), Sri Lanka.
Zurück zum Zitat Federal Highway Administration. (2016). User guidelines for waste and byproduct materials in pavement construction. Publication Number: FHWA-RD-97-148 Federal Highway Administration. (2016). User guidelines for waste and byproduct materials in pavement construction. Publication Number: FHWA-RD-97-148
Zurück zum Zitat Floyd, R. W., Reed, C., & Volz, J. S. (2021). Service life design guidance for UHPC link slabs. Florida International University Transportation Center Research Seminar, Miami, Florida. Floyd, R. W., Reed, C., & Volz, J. S. (2021). Service life design guidance for UHPC link slabs. Florida International University Transportation Center Research Seminar, Miami, Florida.
Zurück zum Zitat Graybeal, B. (2006). Material property characterization of ultra-high-performance concrete. Federal Highway Administration Report No. FHWA-HRT-06-103, U.S. Department of Transportation, Mclean, VA. Graybeal, B. (2006). Material property characterization of ultra-high-performance concrete. Federal Highway Administration Report No. FHWA-HRT-06-103, U.S. Department of Transportation, Mclean, VA.
Zurück zum Zitat Haber, Z. B., Munoz, J. F., & Graybeal, B. (2017). Field testing of an ultra-high performance concrete overlay. Federal Highway Administration Report No. FHWA-HRT-17-096. Haber, Z. B., Munoz, J. F., & Graybeal, B. (2017). Field testing of an ultra-high performance concrete overlay. Federal Highway Administration Report No. FHWA-HRT-17-096.
Zurück zum Zitat Ibrahim, M. A., Farhat, M., Issa, M. A., & Hasse, J. A. (2017). Effect of material constituents on mechanical and fracture mechanics properties of ultra-high-performance concrete. ACI Materials Journal, 114(3), 453–465. https://doi.org/10.14359/51689717 Ibrahim, M. A., Farhat, M., Issa, M. A., & Hasse, J. A. (2017). Effect of material constituents on mechanical and fracture mechanics properties of ultra-high-performance concrete. ACI Materials Journal, 114(3), 453–465. https://​doi.​org/​10.​14359/​51689717
Zurück zum Zitat Perry, V. H. (2019). What really is ultra-high-performance concrete?—Towards a global definition. In Proceedings of the 2nd International Conference on Ultra-High-Performance Concrete Material & Structures UHPFRC, China. Perry, V. H. (2019). What really is ultra-high-performance concrete?—Towards a global definition. In Proceedings of the 2nd International Conference on Ultra-High-Performance Concrete Material & Structures UHPFRC, China.
Metadaten
Titel
The Future of Ultra-High-Performance Concrete in Infrastructure Projects in the United States
verfasst von
Amin Akhnoukh
Preston Skinner
Copyright-Jahr
2024
DOI
https://doi.org/10.1007/978-3-031-47612-9_8

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