TECHNICAL PAPERS
Oct 1, 1990

Quasi‐Static and Dynamic Sliding Characteristics of Teflon—Stainless Steel Interfaces

Publication: Journal of Structural Engineering
Volume 116, Issue 10

Abstract

This paper describes an experimental program of study on the sliding characteristics of Teflon‐stainless steel interfaces. The effects of normal pressure, sliding distance, normal pressure history, sliding velocity, sliding velocity history, normal pressure rate, and sliding work are identified and interpreted. Test results show that the friction force is independent of the normal pressure history and the sliding velocity history, and is also irrelevant to the normal pressure rate. In addition, the dependence of dynamic friction force on the normal contact pressure and the sliding velocity can be uncoupled. The dynamic friction force can be determined by multiplying the quasi‐static friction force by an amplification factor. The reciprocal of the quasi‐static friction coefficient is linearly dependent on the normal pressure only, and the amplification factor is solely a function of velocity. Moreover, the dynamic friction force decays during sliding, and the decaying is a function of excess dynamic sliding work.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bartener, G. M., and Lavrentjev, V. V. (1961). “The law of vulcanized rubber friction.” Wear, 4(3), 154–160.
2.
Buckle, I. G. (1986). “Development and application of base isolation and passive energy dissipation: A world overview.” Proc. Seminar and Workshop on Base Isolation and Passive Energy Dissipation, Applied Technology Council, 153–174.
3.
Campbell, T. I., and Kong, W. L. (1987). “TFE sliding surfaces in bridge bearings.” Report No. ME‐87‐06, Ontario Ministry of Transp. and Communcations, Kingston, Ontario, Canada.
4.
Constantinou, M. C., Caccese, J., and Harris, H. G. (1987). “Friction characteristics of Teflon‐steel interfaces under dynamic conditions.” Earthquake Engrg. and Struct. Dynamics, 15(6), 751–759.
5.
Fan, F. G., Ahmadi, G., and Tadjbakhsh, I. G. (1988). “Base isolation of a multistory building under harmonic ground motion—A comparison of performances of various systems.” Tech. Report NCEER‐88‐0010, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, N.Y.
6.
Flom, D. G., and Proile, N. T. (1955). “Friction of Teflon sliding on Teflon.” J. Appl. Phys., 26(9), 1088–1902.
7.
Fujita, T. (1985). “Earthquake isolation technology for industrial facilities—Research, development and application in Japan.” Bulletin New Zealand Nat. Soc. Earthquake Engrg., 8(3), 224–249.
8.
Kawamura, S., et al. (1988). “Study on a sliding‐type base isolation system—System composition and element properties.” 9th World Conf. on Earthquake Engrg., Tokyo, Japan, 5, 735–740.
9.
Long, J. E. (1974). Bearings in structural engineering. John Wiley and Sons, New York, N.Y.
10.
Long, J. E. (1969). “The performance of PTFE in bridge bearing.” Civ. Engrg. and Public Works Rev., 64(754), 459–462.
11.
Mokha, A., Constantinou, M. C., and Reinhorn, A. M. (1988). “Teflon bearings in aseismic base isolation: Experimental studies and mathematical modeling.” Tech. Report NCEER‐88‐0038, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, N.Y.
12.
Mostaghel, N., Hejazi, M., and Tanbakuchi, J. (1983). “Response of sliding structures to harmonic support motion.” Earthquake Engrg. and Struct. Dynamics, 11(3), 355–366.
13.
Mostaghel, N., and Tanbakuchi, J. (1983). “Responses of sliding structures to earth‐quake support motion.” Earthquake Engrg. and Struct. Dynamics, 11(6), 729–748.
14.
Mostaghel, N., and Khodaverdian, M., (1987). “Dynamics of resilient‐friction base isolator (R‐FB1).” Earthquake Engrg. and Struct. Dynamics, 15 (3), 379–390.
15.
Proc. Seminar and Workshop on Base Isolation and Passive Energy Dissipation. (1986). Applied Technology Council, San Francisco, Calif.
16.
Standard specifications for highway bridges. (1983). 13th Ed., AASHTO, Washington, D.C.
17.
Stanton, J. F., and Roeder, C. W. (1982). “Elastomeric bearings, design, construction, and materials.” Nat. Cooperative Highway Res. Program Report 248, Transp. Res. Bd., Nat. Res. Council, Washington, D.C.
18.
Su, L., Ahmadi, G., and Tadjbakhsh, I. G. (1989). “A comparative study of the performances of various base isolation systems, part I: Shear beam structure.” Earthquake Engrg. and Struct. Dynamics, 8(6), 11–32.
19.
Taylor, M. E. (1972). “PTFE in highway bridge bearings.” TRR1 Report LR 491, Crowthorne, Berkshire, U.K.
20.
Teflon: Mechanical design data. (1981). Du Pont Co., Wilmington, Del.
21.
“The how's and why's of friction for Teflon resins.” (1961). J. of Teflon, 19, Du Pont Co., Wilmington, Del.
22.
Thirion, P. (1948). “The coefficients of adhesion of rubber.” Rubber Chem. and Tech., 21(2), 505–515.
23.
Thompson, J. B., Turrell, J. B., and Sandt, B. W. (1955). “The sliding friction of Teflon.” SPE J., 11(4), 13–14.
24.
Tyler, R. G. (1977). “Dynamic tests on PTFE sliding layers under earthquake conditions.” Bullet in New Zealand Nat. Soc. for Earthquake Engrg., 10(3), 129–138.
25.
Westermo, B., and Udwadia, F. (1983). “Periodic response of a sliding oscillator system to harmonic excitation.” Earthquake Engrg. and Struct. Dynamics, 11(1), 135–146.
26.
Younis, C. J., and Tadjbakhsh, I. G. (1984). “Response of sliding structure to base excitation.” J. Engrg. Mech., 110(3), 417–432.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 116Issue 10October 1990
Pages: 2747 - 2762

History

Published online: Oct 1, 1990
Published in print: Oct 1990

Permissions

Request permissions for this article.

Authors

Affiliations

J. S. Hwang
Res. Assoc., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, 412 Bonner Hall, Buffalo, NY 14260
K. C. Chang, Associate Members, ASCE
Res. Assoc. Prof., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY
G. C. Lee, Member, ASCE
Prof. and Dean of Engrg., State Univ. of New York at Buffalo, Buffalo, NY

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share