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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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