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    Finite-Element Modeling of a Post-Tensioned Bridge Bent with Tension-Only Replaceable Anchors

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 002::page 04025106-1
    Author:
    Neupane, Suman
    ,
    Pantelides, Chris P.
    DOI: 10.1061/JBENF2.BEENG-7734
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A three-dimensional (3D) finite-element model (FEM) of a two-column post-tensioned bridge bent with replaceable tension-only stretch length anchors (SLAs) used as external energy dissipators was developed. The 3D FEM was used to obtain the ...
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      Finite-Element Modeling of a Post-Tensioned Bridge Bent with Tension-Only Replaceable Anchors

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314326
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    contributor authorNeupane, Suman
    contributor authorPantelides, Chris P.
    date accessioned2026-08-20T21:21:07Z
    date available2026-08-20T21:21:07Z
    date copyright2025/12/09
    date issued2026
    identifier otherJBENF2.BEENG-7734.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314326
    description abstractAbstract A three-dimensional (3D) finite-element model (FEM) of a two-column post-tensioned bridge bent with replaceable tension-only stretch length anchors (SLAs) used as external energy dissipators was developed. The 3D FEM was used to obtain the ...
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Modeling of a Post-Tensioned Bridge Bent with Tension-Only Replaceable Anchors
    typeJournal Article
    journal volume31
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7734
    journal fristpage04025106-1
    journal lastpage04025106-21
    page21
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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