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    Fuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author:
    Francesco Sarti
    ,
    Alessando Palermo
    ,
    Stefano Pampanin
    DOI: 10.1061/(ASCE)ST.1943-541X.0001606
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the experimental and numerical study of a mild steel replaceable dissipation device. The dissipater is made of a milled-down mild steel bar that is confined by a steel tube filled with either grout or epoxy. The use of a reduced area concentrates yielding and plastic straining over a defined length while the tube prevents buckling. The device has been widely adopted in posttensioned rocking systems, and extensive experimental research was carried out on wall and beam-column subassemblies using this external dissipater. As part of those experimental programs, some component testing was carried out; nevertheless, a more comprehensive study was necessary to cover a wider range of geometric and mechanical parameters. The main objective of this research was to calibrate and suggest design parameters to support the design of the dissipation device. The paper shows a comprehensive experimental program under quasi-static cyclic loading carried out with varying geometrical parameters. This work forms the basis for the development of more refined analytical and numerical models to simulate the behavior of the device. In particular, the onset of the dissipater interaction with the confining tube and its buckling mechanism were targeted. Further numerical simulations made use of a fiber element–based model that was capable of capturing the full range of deformation mechanisms highlighted in the experimental program. Using this model, an extensive parametric analysis was carried out to determine significant design parameters, such as the maximum force in the dissipater and the buckling onset strain. Analytical models were also presented to predict the monotonic behavior of the dissipater and provide calibration of the hysteretic force-displacement rule proposed in the final part of the paper.
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      Fuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling

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    contributor authorFrancesco Sarti
    contributor authorAlessando Palermo
    contributor authorStefano Pampanin
    date accessioned2017-12-30T13:01:03Z
    date available2017-12-30T13:01:03Z
    date issued2016
    identifier other%28ASCE%29ST.1943-541X.0001606.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244549
    description abstractThe paper presents the experimental and numerical study of a mild steel replaceable dissipation device. The dissipater is made of a milled-down mild steel bar that is confined by a steel tube filled with either grout or epoxy. The use of a reduced area concentrates yielding and plastic straining over a defined length while the tube prevents buckling. The device has been widely adopted in posttensioned rocking systems, and extensive experimental research was carried out on wall and beam-column subassemblies using this external dissipater. As part of those experimental programs, some component testing was carried out; nevertheless, a more comprehensive study was necessary to cover a wider range of geometric and mechanical parameters. The main objective of this research was to calibrate and suggest design parameters to support the design of the dissipation device. The paper shows a comprehensive experimental program under quasi-static cyclic loading carried out with varying geometrical parameters. This work forms the basis for the development of more refined analytical and numerical models to simulate the behavior of the device. In particular, the onset of the dissipater interaction with the confining tube and its buckling mechanism were targeted. Further numerical simulations made use of a fiber element–based model that was capable of capturing the full range of deformation mechanisms highlighted in the experimental program. Using this model, an extensive parametric analysis was carried out to determine significant design parameters, such as the maximum force in the dissipater and the buckling onset strain. Analytical models were also presented to predict the monotonic behavior of the dissipater and provide calibration of the hysteretic force-displacement rule proposed in the final part of the paper.
    publisherAmerican Society of Civil Engineers
    titleFuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling
    typeJournal Paper
    journal volume142
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001606
    page04016134
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    contenttypeFulltext
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