TECHNICAL PAPERS
Nov 1, 1993

Friction in Bridge Bearings with Contaminated TFE Slide Surface

Publication: Journal of Structural Engineering
Volume 119, Issue 11

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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References

1.
Campbell, T. I., and Fatemi, M. J. (1989). “Further laboratory studies of friction in TFE slide surface of a bridge bearing.” Rep. MAT‐89‐06, Ministry of Transportation, Downsview, Ontario, Canada.
2.
Campbell, T. I., Kong, W. L., and Manning, D. G. (1990). “Laboratory investigation of the coefficient of friction in the tetrafluoroethylene slide surface of a bridge bearing.” Transp. Res. Record No. 1275, Transportation Research Board, Washington, D.C., 45–52.
3.
Jacobsen, F. K., and Taylor, R. K. (1971). “TFE expansion bearings for highway bridges.” Res. Rep. No. RDR‐31, Illinois State Division of Highways, Springfield, Ill.
4.
Long, J. E. (1969). “The performance of PTFE in bridge bearings.” Civ. Engrg. and Public Works Review, London, England, 64, 459–462.
5.
Masliwec, T., and Manning, D. G. (1990). “Movements in bridge bearings.” Developments in Short and Medium Span Bridge Engineering '90. Canadian Society for Civil Engineering, Montreal, Canada, 449–458.
6.
Ontario highway bridge design code. (1983). 2nd Ed., Ministry of Transportation and Communications, Downsview, Ontario, Canada.
7.
Pucchio, J. B. (1991). “Frictional characteristics of PTFE used in slide surfaces of bridge bearings,” MSc thesis, Queen's University, Kingston, Ontario, Canada.
8.
Standard specifications for highway bridges. (1989). 14th Ed., American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
9.
Taylor, M. E. (1972). “PTFE in highway bridge bearings.” Rep. No. TRRL‐LR‐491, Transport and Road Research Laboratory, Crowthorne, England.
10.
Tyler, R. G. (1977). “Dynamic tests on PTFE sliding layers under earthquake conditions.” Bull. New Zealand Nat. Soc. for Earthquake Engrg., Wellington, New Zealand, 10(3), 129–138.

Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 11November 1993
Pages: 3169 - 3177

History

Received: Sep 14, 1992
Published online: Nov 1, 1993
Published in print: Nov 1993

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Authors

Affiliations

T. I. Campbell, Member, ASCE
Prof. and Head, Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, Canada, K7L 3N6
M. J. Fatemi
Doctoral Student, Dept. of Civ. Engrg., Queen's University, Kingston, Ontario, Canada, K7L 3N6
D. G. Manning
Head, Mat. Res., Res. and Development Branch, Ministry of Transp., Downsview, Ontario, Canada, M3M 1J8

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