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    Laboratory and Outdoor Weathering of Wood-Composite I-Joists

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    Author:
    Way Daniel;Sinha Arijit;Kamke Frederick A.
    DOI: 10.1061/(ASCE)MT.1943-5533.0002327
    Publisher: American Society of Civil Engineers
    Abstract: Wood-composite I-joists are commonly used in residential and light commercial construction. I-joists are intended for use in dry-service environments, but rare situations exist in which I-joists may be subjected to environments that promote elevated moisture content levels. For example, flooding, poor construction practices or disaster situations leading to unprotected exposure, or abnormally long construction delays may arise. In these extreme situations it becomes necessary to characterize I-joist performance to determine if replacement is needed. This research subjects wood-composite I-joists (32 mm deep by 1.32 m long) to two extreme environments intended to assess moisture durability: laboratory-accelerated weathering and unprotected outdoor exposure. Joists are tested in short-span bending to assess shear capacity after conditioning back to the dry state. Shear capacity decreases as a result of exposure to high moisture conditions. All outdoor exposure intervals lead to greater losses in shear capacity than do any of the laboratory-accelerated weathering periods evaluated. In addition, the failure mode of I-joists changes with exposure type and duration.
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      Laboratory and Outdoor Weathering of Wood-Composite I-Joists

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    contributor authorWay Daniel;Sinha Arijit;Kamke Frederick A.
    date accessioned2019-02-26T07:46:13Z
    date available2019-02-26T07:46:13Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002327.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249243
    description abstractWood-composite I-joists are commonly used in residential and light commercial construction. I-joists are intended for use in dry-service environments, but rare situations exist in which I-joists may be subjected to environments that promote elevated moisture content levels. For example, flooding, poor construction practices or disaster situations leading to unprotected exposure, or abnormally long construction delays may arise. In these extreme situations it becomes necessary to characterize I-joist performance to determine if replacement is needed. This research subjects wood-composite I-joists (32 mm deep by 1.32 m long) to two extreme environments intended to assess moisture durability: laboratory-accelerated weathering and unprotected outdoor exposure. Joists are tested in short-span bending to assess shear capacity after conditioning back to the dry state. Shear capacity decreases as a result of exposure to high moisture conditions. All outdoor exposure intervals lead to greater losses in shear capacity than do any of the laboratory-accelerated weathering periods evaluated. In addition, the failure mode of I-joists changes with exposure type and duration.
    publisherAmerican Society of Civil Engineers
    titleLaboratory and Outdoor Weathering of Wood-Composite I-Joists
    typeJournal Paper
    journal volume30
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002327
    page4018148
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    contenttypeFulltext
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