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contributor authorChristopher W. Brandt
contributor authorKenneth J. Fridley
date accessioned2017-05-08T21:17:35Z
date available2017-05-08T21:17:35Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A6%28524%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45890
description abstractThe load-duration, or creep-rupture, behavior of wood and wood composite products has been studied extensively by numerous researchers, and simplified design procedures to account for creep effects are in place. However, the load-duration behavior of composite products made out of the combination of wood and plastic is not well understood or documented. Currently, wood-plastic composite (WPC) products are available on the commercial market, yet no standardized design procedures to account for creep or load-duration effects exist. Given the lack of understanding of the load-duration behavior of wood-plastic composites, a research effort was initiated to investigate the load-duration behavior of various wood-plastic composite formulations and to compare the observed behavior to that of solid sawn lumber. It was found that the wood-plastic composite formulations tested exhibited a more pronounced load-duration response than that of solid wood; however, the behavior trend was similar to that of solid wood and was successfully modeled using an exponential damage rate model originally developed for solid wood. Existing procedures for developing load-duration design adjustment factors for wood were used to develop load-duration design adjustment factors specifically for the WPC formulations tested.
publisherAmerican Society of Civil Engineers
titleLoad-Duration Behavior of Wood-Plastic Composites
typeJournal Paper
journal volume15
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:6(524)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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