Friction Coefficients for Slide-In Bridge Construction Using PTFE and Steel Sliding BearingsSource: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006Author:Sattar Dorafshan
,
Kristopher R. Johnson
,
Marc Maguire
,
Marvin W. Halling
,
Paul J. Barr
,
Michael Culmo
DOI: 10.1061/(ASCE)BE.1943-5592.0001417Publisher: American Society of Civil Engineers
Abstract: Slide-in bridge construction (SIBC) has been used in accelerated bridge construction (ABC) for the last decade. Slide-in bridge construction is carried out using bearing pads consisting of polytetrafluoroethylene (PTFE) and steel sliding surfaces. In this study, coefficient of friction (COF) measurements were made with variable surface roughness, lubrication type, sliding speed, and contact pressure. Among three tested surfaces, the rough rolled stainless steel and the carbon steel produced COF values much higher than those of stainless steel with a #2B surface. Unlubricated and graphite-lubricated surfaces resulted in very high friction values, whereas the values for soap, grease, and oil were comparably lower. The oil and grease tests gave the lowest friction values, 0.90–4.04% and 0.67–5.15%, for the studied contact pressures, respectively, and are recommended for future use. Higher contact pressures typically resulted in lower COF values. Overall, the currently recommended COF values underpredict the COF compared with the results from this study. However, for higher contact pressures, this study found lower COF (e.g., for high pressure of 55 MPa, 2% versus 0.9–1.44%) compared with current recommendations and the opposite for low contact pressures (e.g., for 11 MPa, 2.71% versus 4.04–5.66%). Unlubricated sliding surfaces are not recommended due to the large scatter in comparable data in this study and the literature.
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contributor author | Sattar Dorafshan | |
contributor author | Kristopher R. Johnson | |
contributor author | Marc Maguire | |
contributor author | Marvin W. Halling | |
contributor author | Paul J. Barr | |
contributor author | Michael Culmo | |
date accessioned | 2019-09-18T10:39:51Z | |
date available | 2019-09-18T10:39:51Z | |
date issued | 2019 | |
identifier other | %28ASCE%29BE.1943-5592.0001417.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4259984 | |
description abstract | Slide-in bridge construction (SIBC) has been used in accelerated bridge construction (ABC) for the last decade. Slide-in bridge construction is carried out using bearing pads consisting of polytetrafluoroethylene (PTFE) and steel sliding surfaces. In this study, coefficient of friction (COF) measurements were made with variable surface roughness, lubrication type, sliding speed, and contact pressure. Among three tested surfaces, the rough rolled stainless steel and the carbon steel produced COF values much higher than those of stainless steel with a #2B surface. Unlubricated and graphite-lubricated surfaces resulted in very high friction values, whereas the values for soap, grease, and oil were comparably lower. The oil and grease tests gave the lowest friction values, 0.90–4.04% and 0.67–5.15%, for the studied contact pressures, respectively, and are recommended for future use. Higher contact pressures typically resulted in lower COF values. Overall, the currently recommended COF values underpredict the COF compared with the results from this study. However, for higher contact pressures, this study found lower COF (e.g., for high pressure of 55 MPa, 2% versus 0.9–1.44%) compared with current recommendations and the opposite for low contact pressures (e.g., for 11 MPa, 2.71% versus 4.04–5.66%). Unlubricated sliding surfaces are not recommended due to the large scatter in comparable data in this study and the literature. | |
publisher | American Society of Civil Engineers | |
title | Friction Coefficients for Slide-In Bridge Construction Using PTFE and Steel Sliding Bearings | |
type | Journal Paper | |
journal volume | 24 | |
journal issue | 6 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)BE.1943-5592.0001417 | |
page | 04019045 | |
tree | Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006 | |
contenttype | Fulltext |