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    Friction in Bridge Bearings with Contaminated TFE Slide Surface

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author:
    T. I. Campbell
    ,
    M. J. Fatemi
    ,
    D. G. Manning
    DOI: 10.1061/(ASCE)0733-9445(1993)119:11(3169)
    Publisher: American Society of Civil Engineers
    Abstract: Tetrafluoroethylene (TFE) is commonly used as a slide surface mating with polished stainless steel in bridge bearings that accommodate translation and rotation of the superstructure relative to the substructure. The primary requirement of the slide surface is a low coefficient of friction that is maintained throughout the service life of the bearing. The paper reports on a laboratory investigation comprising 14 tests undertaken at room temperature under simulated field conditions that was performed to determine the effect of contamination on the coefficient of friction in a lubricated TFE/stainless steel interface. It is shown that the friction of a lubricated surface increases significantly with a relatively low amount of contamination in the form of unhydrated portland cement in the interface, emphasizing the need for assembling bearings in a dust‐free environment and avoiding disassembling of bearings on site. The influences of the degree of contamination on the coefficient of friction at initial movement and after 200 cycles of movement, as well as on the peak value of the coefficient of friction recorded during a test, are discussed.
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      Friction in Bridge Bearings with Contaminated TFE Slide Surface

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31573
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    • Journal of Structural Engineering

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    contributor authorT. I. Campbell
    contributor authorM. J. Fatemi
    contributor authorD. G. Manning
    date accessioned2017-05-08T20:54:53Z
    date available2017-05-08T20:54:53Z
    date copyrightNovember 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A11%283169%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31573
    description abstractTetrafluoroethylene (TFE) is commonly used as a slide surface mating with polished stainless steel in bridge bearings that accommodate translation and rotation of the superstructure relative to the substructure. The primary requirement of the slide surface is a low coefficient of friction that is maintained throughout the service life of the bearing. The paper reports on a laboratory investigation comprising 14 tests undertaken at room temperature under simulated field conditions that was performed to determine the effect of contamination on the coefficient of friction in a lubricated TFE/stainless steel interface. It is shown that the friction of a lubricated surface increases significantly with a relatively low amount of contamination in the form of unhydrated portland cement in the interface, emphasizing the need for assembling bearings in a dust‐free environment and avoiding disassembling of bearings on site. The influences of the degree of contamination on the coefficient of friction at initial movement and after 200 cycles of movement, as well as on the peak value of the coefficient of friction recorded during a test, are discussed.
    publisherAmerican Society of Civil Engineers
    titleFriction in Bridge Bearings with Contaminated TFE Slide Surface
    typeJournal Paper
    journal volume119
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:11(3169)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    contenttypeFulltext
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