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2024 | OriginalPaper | Chapter

9. Concrete Prestressing Applications Using SMAs

Author : Bassem Andrawes

Published in: Shape Memory Alloys in Civil Engineering

Publisher: Springer Nature Switzerland

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Abstract

There is a growing interest in using shape memory alloy’s (SMA) thermal stressing features in various concrete prestressing applications. The primary advantage is the ease of application and time savings due to eliminating the mechanical tensioning process required for prestressing. Thermally stressed SMA systems are easily configured to apply prestressing forces at any direction and at target locations where prestressing force is needed the most (i.e., local prestressing). Studies presented in this chapter show that SMA local prestressing will help with time and material savings and prevent common types of damages associated with conventional prestressing such as end-splitting cracks. This chapter highlights the application of SMA using different configurations in developing internal and external prestressing systems for new construction and strengthening existing structures. Precast concrete railroad crosstie is discussed as a potential candidate component that could benefit from such a versatile prestressing system. The chapter also provides the reader with a fundamental idea of how merging SMA prestressing with computational topology optimization techniques could significantly reduce concrete usage in bridge construction.

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Literature
go back to reference AREMA (American Railway Engineering and Maintenance-of-Way Association). Manual for Railway Engineering Ch.30 Ties. 2017 AREMA (American Railway Engineering and Maintenance-of-Way Association). Manual for Railway Engineering Ch.30 Ties. 2017
go back to reference AASHTO (American Association of State Highway and Transportation Officials). 2020. AASHTO LRFD bridge design specifications, 9th Edition. Washington, DC: AASHTO. AASHTO (American Association of State Highway and Transportation Officials). 2020. AASHTO LRFD bridge design specifications, 9th Edition. Washington, DC: AASHTO.
go back to reference Sung M. and Andrawes B. (2021a) “Adaptive prestressing system using shape memory alloys and conventional steel for concrete crossties”, Smart Materials and Structures 30 (6), 065016 Sung M. and Andrawes B. (2021a) “Adaptive prestressing system using shape memory alloys and conventional steel for concrete crossties”, Smart Materials and Structures 30 (6), 065016
go back to reference Sung M. and Andrawes B. (2021b) “Innovative Local Prestressing System for Concrete Crossties using Shape Memory Alloys” Engineering Structures, 246, 113048 Sung M. and Andrawes B. (2021b) “Innovative Local Prestressing System for Concrete Crossties using Shape Memory Alloys” Engineering Structures, 246, 113048
go back to reference Sung M. and Andrawes B. (2023) “Topology Optimization of Continous Prestressed Concrete Bridge Girders using Shape Memory Alloys” ASCE Journal of Structural Engineering, Vol. 149 (6). Sung M. and Andrawes B. (2023) “Topology Optimization of Continous Prestressed Concrete Bridge Girders using Shape Memory Alloys” ASCE Journal of Structural Engineering, Vol. 149 (6).
go back to reference Zhao H. and Andrawes B. (2020) “Innovative prestressing technique using curved shape memory alloy reinforcement” Construction and Building Materials 238, 117687 Zhao H. and Andrawes B. (2020) “Innovative prestressing technique using curved shape memory alloy reinforcement” Construction and Building Materials 238, 117687
Metadata
Title
Concrete Prestressing Applications Using SMAs
Author
Bassem Andrawes
Copyright Year
2024
DOI
https://doi.org/10.1007/978-3-031-68001-4_9

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