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contributor authorWilfrid A. Nixon
contributor authorDarien DeJong
date accessioned2017-05-08T21:13:54Z
date available2017-05-08T21:13:54Z
date copyrightJune 1997
date issued1997
identifier other%28asce%290887-381x%281997%2911%3A2%28159%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43635
description abstractA 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.
publisherAmerican Society of Civil Engineers
titleLow-Rate Ice-Scraping Tests
typeJournal Paper
journal volume11
journal issue2
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1997)11:2(159)
treeJournal of Cold Regions Engineering:;1997:;Volume ( 011 ):;issue: 002
contenttypeFulltext


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