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dc.contributor.authorMichal Bartko
dc.contributor.authorAppupillai Baskaran
dc.date.accessioned2017-12-30T13:04:07Z
dc.date.available2017-12-30T13:04:07Z
dc.date.issued2018
dc.identifier.other%28ASCE%29CR.1943-5495.0000146.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245286
dc.description.abstractRedistribution of snow loads on two adjacent buildings of different heights is addressed. The term slippery roofs is used but it is not defined. Measurements of friction between snow and commercial roofing materials are carried out to help specify the term. In order to determine a static coefficient of friction, the Coulomb friction principle of measuring inclination increase until specimen movement begins is applied. A test apparatus is designed and produced. Single-ply roofing materials such as membranes made of polyvinyl chloride (PVC), thermoplastic polyolefin (TPO), ethylene propylene diene monomer (EPDM), and modified bitumen (MB), as well as painted industrial metal profile specimens are tested. Snow specimens from fresh snow are prepared and tests are carried out under laboratory conditions. For the given conditions, although deviating from full-scale realistic conditions, snow samples slid at different angles depending on the roofing material type. Average values of sliding angle for PVC, TPO, EPDM, and MB membranes and metal sheet are determined to be 6°, 15°, 20°, 57°, and 22°, respectively. Based on the published provisions and given test conditions, commercial roofing materials can be categorized as slippery.
dc.publisherAmerican Society of Civil Engineers
dc.titleSnow Friction Coefficient for Commercial Roofing Materials
dc.typeJournal Paper
dc.journal.volume32
dc.journal.issue1
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000146
dc.page06017005
dc.treeJournal of Cold Regions Engineering:;2018:;Volume ( 032 ):;issue: 001
dc.contenttypeFulltext


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