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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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