TECHNICAL NOTES
Jun 1, 1997

Low-Rate Ice-Scraping Tests

Publication: Journal of Cold Regions Engineering
Volume 11, Issue 2

Abstract

A series of experiments were conducted to determine the force required to scrape ice from portland cement concrete (PCC) and asphaltic concrete (AC) samples. The force was measured as a function of cutting-edge geometry (especially rake angle), the scraping velocity, and the applied download. The results indicate that the rake angle has no significant effect on the scraping force, whereas the download has a clear effect, with scraping force increasing with download. An increase in the scraping rate caused the scraping force to decrease for the PCC samples, but not for the AC samples. The results are compared with those obtained for negative rake angles in another study.

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References

1.
Forkenbrock, D. J., Foster, N. S. J., and Crum, M. C. (1994). “Transportation and Iowa's economic future.”Rep. Prepared for U.S. Dept. of Transp. and Iowa Dept. of Transp., Univ. of Iowa Public Policy Ctr., Iowa City, Iowa.
2.
Hanbali, R. (1994). “The economic impact of winter road maintenance on road users.”Proc., 73rd Annu. Meeting of the Transp. Res. Board; Paper No. 940191, Nat. Res. Council, Washington, D.C.
3.
Lieu, D. K., and Mote Jr., C. D.(1984). “Experiments in the machining of ice at negative rake angles.”J. Glaciology, 30(104), 77–81.
4.
Nixon, W. A. (1993). “Improved cutting edges for ice removal.”SHRP Rep. No. H-346, Nat. Res. Council, Washington, D.C.
5.
Nixon, W. A.(1996). “Wing crack models of the brittle compressive failure of ice.”Cold Regions Sci. and Technol., 24, 41–55.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 11Issue 2June 1997
Pages: 159 - 166

History

Published online: Jun 1, 1997
Published in print: Jun 1997

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Authors

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Wilfrid A. Nixon
Assoc. Prof., Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, IA 52242.
Darien DeJong
Res. Engr., Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, IA.

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