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    Verification of Friction Model of Teflon Bearings under Triaxial Load

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    A. S. Mokha
    ,
    M. C. Constantinou
    ,
    A. M. Reinhorn
    DOI: 10.1061/(ASCE)0733-9445(1993)119:1(240)
    Publisher: American Society of Civil Engineers
    Abstract: The writers presented in an earlier paper a mathematical model of friction of sliding bearings under conditions of compression and bidirectional motion. The model could account for the dependence of the coefficient of friction on the velocity and direction of sliding. The model was capable of reproducing the behavior observed in experiments with unidirectional motion, however, no experimental validation of the model was provided for bidirectional motion. The present paper presents experimental results on Teflon sliding bearings under simultaneous compression and high velocity bidirectional motion that provide a complete verification of the presented model. Furthermore, the experimental results show the existence of bidirectional interaction between the orthogonal components of the frictional force at the bearing interface. The importance of these effects is studied in the analysis of an isolated structure. The structure is subjected to a number of pairs of horizontal earthquake excitation components that are representative of seismic zone 4, soil type
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      Verification of Friction Model of Teflon Bearings under Triaxial Load

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31547
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    • Journal of Structural Engineering

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    contributor authorA. S. Mokha
    contributor authorM. C. Constantinou
    contributor authorA. M. Reinhorn
    date accessioned2017-05-08T20:54:51Z
    date available2017-05-08T20:54:51Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A1%28240%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31547
    description abstractThe writers presented in an earlier paper a mathematical model of friction of sliding bearings under conditions of compression and bidirectional motion. The model could account for the dependence of the coefficient of friction on the velocity and direction of sliding. The model was capable of reproducing the behavior observed in experiments with unidirectional motion, however, no experimental validation of the model was provided for bidirectional motion. The present paper presents experimental results on Teflon sliding bearings under simultaneous compression and high velocity bidirectional motion that provide a complete verification of the presented model. Furthermore, the experimental results show the existence of bidirectional interaction between the orthogonal components of the frictional force at the bearing interface. The importance of these effects is studied in the analysis of an isolated structure. The structure is subjected to a number of pairs of horizontal earthquake excitation components that are representative of seismic zone 4, soil type
    publisherAmerican Society of Civil Engineers
    titleVerification of Friction Model of Teflon Bearings under Triaxial Load
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:1(240)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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