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    Load-Duration Behavior of Wood-Plastic Composites

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
    Author:
    Christopher W. Brandt
    ,
    Kenneth J. Fridley
    DOI: 10.1061/(ASCE)0899-1561(2003)15:6(524)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Load-Duration Behavior of Wood-Plastic Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45890
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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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