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    Teflon Bearings in Base Isolation II: Modeling

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Michalakis Constantinou
    ,
    Anoop Mokha
    ,
    Andrei Reinhorn
    DOI: 10.1061/(ASCE)0733-9445(1990)116:2(455)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model of the factional behavior of Teflon sliding bearings for conditions of interest in base isolation is developed. The calibration of the model is based on extensive experimental data that were presented in an accompanying paper. The model is capable of accounting for: (1) Unidirectional and multidirectional motion at the Teflon‐steel interface; (2) velocity and pressure dependence of the coefficient of sliding friction; and (3) breakaway (or static) friction effects. The model is characterized by four parameters. These are the minimum and maximum values of the sliding coefficient of friction, the ratio of breakaway to sliding coefficient of friction at initiation of sliding and a parameter that describes the variation of the sliding coefficient of friction with velocity. Values of these parameters are presented for sixteen combinations of type of Teflon, bearing pressure and condition (surface roughness) of mating steel surface. Applications of the model in the analysis/design of a sliding isolation system are presented and the effects of bearing pressure and breakaway friction are evaluated. Furthermore, an assessment of the implications of using Coulomb's constant friction model rather than the developed model is presented.
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      Teflon Bearings in Base Isolation II: Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30780
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    • Journal of Structural Engineering

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    contributor authorMichalakis Constantinou
    contributor authorAnoop Mokha
    contributor authorAndrei Reinhorn
    date accessioned2017-05-08T20:53:38Z
    date available2017-05-08T20:53:38Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A2%28455%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30780
    description abstractA mathematical model of the factional behavior of Teflon sliding bearings for conditions of interest in base isolation is developed. The calibration of the model is based on extensive experimental data that were presented in an accompanying paper. The model is capable of accounting for: (1) Unidirectional and multidirectional motion at the Teflon‐steel interface; (2) velocity and pressure dependence of the coefficient of sliding friction; and (3) breakaway (or static) friction effects. The model is characterized by four parameters. These are the minimum and maximum values of the sliding coefficient of friction, the ratio of breakaway to sliding coefficient of friction at initiation of sliding and a parameter that describes the variation of the sliding coefficient of friction with velocity. Values of these parameters are presented for sixteen combinations of type of Teflon, bearing pressure and condition (surface roughness) of mating steel surface. Applications of the model in the analysis/design of a sliding isolation system are presented and the effects of bearing pressure and breakaway friction are evaluated. Furthermore, an assessment of the implications of using Coulomb's constant friction model rather than the developed model is presented.
    publisherAmerican Society of Civil Engineers
    titleTeflon Bearings in Base Isolation II: Modeling
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:2(455)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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