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    Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author:
    M. Latour
    ,
    G. Rizzano
    DOI: 10.1061/(ASCE)ST.1943-541X.0000435
    Publisher: American Society of Civil Engineers
    Abstract: This work aims to enhance the energy-dissipation capacity of classical rectangular T-stubs by proposing an hourglass shape for the T-stub flange according to the approach usually adopted for added damping and stiffness (ADAS) devices. A new type of axial damper is developed. First, a mechanical model of the device is set up and a finite-element model is carried out in ABAQUS code. The accuracy of both models is verified through comparison with experimental results. Next, on the basis of cyclic tests, the improvement of the energy-dissipation capacity of classical T-stubs provided by the proposed approach is quantified, and the low-cycle fatigue curves are determined with reference to the case of both T-stubs on rigid support and of coupled T-stubs. The results of the work also represent a useful tool for designing a dissipative double split tee connection.
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      Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68344
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    contributor authorM. Latour
    contributor authorG. Rizzano
    date accessioned2017-05-08T21:59:32Z
    date available2017-05-08T21:59:32Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29st%2E1943-541x%2E0000477.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68344
    description abstractThis work aims to enhance the energy-dissipation capacity of classical rectangular T-stubs by proposing an hourglass shape for the T-stub flange according to the approach usually adopted for added damping and stiffness (ADAS) devices. A new type of axial damper is developed. First, a mechanical model of the device is set up and a finite-element model is carried out in ABAQUS code. The accuracy of both models is verified through comparison with experimental results. Next, on the basis of cyclic tests, the improvement of the energy-dissipation capacity of classical T-stubs provided by the proposed approach is quantified, and the low-cycle fatigue curves are determined with reference to the case of both T-stubs on rigid support and of coupled T-stubs. The results of the work also represent a useful tool for designing a dissipative double split tee connection.
    publisherAmerican Society of Civil Engineers
    titleExperimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000435
    treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    contenttypeFulltext
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