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    Experimental Investigation of Nonlinear Cyclic Flexural Behavior of Hollow and Concrete-Filled Aluminium Beams

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025185-1
    Author:
    Georgantzia, E.
    ,
    Pichowski, J.
    ,
    Aminulai, H. O.
    ,
    Crump, D.
    ,
    Kashani, M. M.
    DOI: 10.1061/JSENDH.STENG-14937
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study presents an experimental program to characterize, for the first time, the nonlinear cyclic flexural behavior of hollow and concrete-filled aluminium tubular beams at large rotation levels up to 0.08 rad. Particularly, four different ...
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      Experimental Investigation of Nonlinear Cyclic Flexural Behavior of Hollow and Concrete-Filled Aluminium Beams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313418
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    • Journal of Structural Engineering

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    contributor authorGeorgantzia, E.
    contributor authorPichowski, J.
    contributor authorAminulai, H. O.
    contributor authorCrump, D.
    contributor authorKashani, M. M.
    date accessioned2026-08-20T12:23:02Z
    date available2026-08-20T12:23:02Z
    date copyright2025/08/26
    date issued2025
    identifier otherJSENDH.STENG-14937.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313418
    description abstractAbstractThis study presents an experimental program to characterize, for the first time, the nonlinear cyclic flexural behavior of hollow and concrete-filled aluminium tubular beams at large rotation levels up to 0.08 rad. Particularly, four different ...
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of Nonlinear Cyclic Flexural Behavior of Hollow and Concrete-Filled Aluminium Beams
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14937
    journal fristpage04025185-1
    journal lastpage04025185-19
    page19
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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