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    A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 010::page 04023068-1
    Author:
    Mahesh Acharya
    ,
    Jose Duran
    ,
    Arya Ebrahimpour
    ,
    Jared Cantrell
    ,
    Mustafa Mashal
    DOI: 10.1061/JBENF2.BEENG-6154
    Publisher: ASCE
    Abstract: As the demands on the country’s aging infrastructure continue to grow, new methods of construction that prioritize speed of construction, reliability, and environmental impact will have an outsized impact on how the country rebuilds and rehabilitates its infrastructure. Accelerated bridge construction or ABC for short, is one such method that is already being implemented in many states in the United States, such as Idaho. Precast concrete offers many advantages for ABC. The use of precast concrete for bridge substructures in seismic regions is of great interest but the required detailing of connections needed to sustain the forces and displacements generated by earthquakes is a challenge. In addition, having adequate construction tolerance between precast elements is important. As such, this research proposes a new fully precast pier system that employs ABC methods for applications in seismic regions. The system offers many advantages, in addition to better construction tolerances compared with some previously investigated connections between precast elements. The seismic performance of the system is experimentally investigated using large-scale structural testing and subsequently compared to the benchmark cast-in-place (CIP) specimens. The proposed precast system uses structural steel tubes (pipes) filled with concrete in the plastic hinge zones that are meant to serve as seismic energy dissipaters enhancing the structural performance of the pier. In this type of connection, the concrete filled steel pipe provides shear/flexural resistance as well as confinement to the concrete at the plastic hinge. Results from the large-scale structural testing of the proposed ABC precast pier and benchmark CIP pier showed that the former outperformed the latter in various aspects. Given the superior performance of the precast system investigated in this research, it has been implemented in a bridge in Idaho located in an area of high seismicity.
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      A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4293340
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    • Journal of Bridge Engineering

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    contributor authorMahesh Acharya
    contributor authorJose Duran
    contributor authorArya Ebrahimpour
    contributor authorJared Cantrell
    contributor authorMustafa Mashal
    date accessioned2023-11-27T23:09:30Z
    date available2023-11-27T23:09:30Z
    date issued10/1/2023 12:00:00 AM
    date issued2023-10-01
    identifier otherJBENF2.BEENG-6154.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293340
    description abstractAs the demands on the country’s aging infrastructure continue to grow, new methods of construction that prioritize speed of construction, reliability, and environmental impact will have an outsized impact on how the country rebuilds and rehabilitates its infrastructure. Accelerated bridge construction or ABC for short, is one such method that is already being implemented in many states in the United States, such as Idaho. Precast concrete offers many advantages for ABC. The use of precast concrete for bridge substructures in seismic regions is of great interest but the required detailing of connections needed to sustain the forces and displacements generated by earthquakes is a challenge. In addition, having adequate construction tolerance between precast elements is important. As such, this research proposes a new fully precast pier system that employs ABC methods for applications in seismic regions. The system offers many advantages, in addition to better construction tolerances compared with some previously investigated connections between precast elements. The seismic performance of the system is experimentally investigated using large-scale structural testing and subsequently compared to the benchmark cast-in-place (CIP) specimens. The proposed precast system uses structural steel tubes (pipes) filled with concrete in the plastic hinge zones that are meant to serve as seismic energy dissipaters enhancing the structural performance of the pier. In this type of connection, the concrete filled steel pipe provides shear/flexural resistance as well as confinement to the concrete at the plastic hinge. Results from the large-scale structural testing of the proposed ABC precast pier and benchmark CIP pier showed that the former outperformed the latter in various aspects. Given the superior performance of the precast system investigated in this research, it has been implemented in a bridge in Idaho located in an area of high seismicity.
    publisherASCE
    titleA Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions
    typeJournal Article
    journal volume28
    journal issue10
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6154
    journal fristpage04023068-1
    journal lastpage04023068-23
    page23
    treeJournal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 010
    contenttypeFulltext
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