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    Composite Effect of Bolt-Laminated Sweetgum and Mixed Hardwood Billets

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author:
    R. Shmulsky
    ,
    C. L. Saucier
    ,
    I. L. Howard
    DOI: 10.1061/(ASCE)1084-0702(2008)13:5(547)
    Publisher: American Society of Civil Engineers
    Abstract: Industrial hardwood laminated billets and mats were proposed, manufactured, and tested. The raw material for the mats was structural composite lumber billets manufactured from sweetgum and mixed hardwood lumber. Each mat consisted of three bolt-laminated billets. Both billets and mats were tested in third-point bending across a 1.87-m span. The span-to-depth ratio was 21. Results showed that bolt laminating contributes significantly to mechanical performance as compared to that of individual billets.
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      Composite Effect of Bolt-Laminated Sweetgum and Mixed Hardwood Billets

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/51153
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    • Journal of Bridge Engineering

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    contributor authorR. Shmulsky
    contributor authorC. L. Saucier
    contributor authorI. L. Howard
    date accessioned2017-05-08T21:25:48Z
    date available2017-05-08T21:25:48Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A5%28547%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51153
    description abstractIndustrial hardwood laminated billets and mats were proposed, manufactured, and tested. The raw material for the mats was structural composite lumber billets manufactured from sweetgum and mixed hardwood lumber. Each mat consisted of three bolt-laminated billets. Both billets and mats were tested in third-point bending across a 1.87-m span. The span-to-depth ratio was 21. Results showed that bolt laminating contributes significantly to mechanical performance as compared to that of individual billets.
    publisherAmerican Society of Civil Engineers
    titleComposite Effect of Bolt-Laminated Sweetgum and Mixed Hardwood Billets
    typeJournal Paper
    journal volume13
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:5(547)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    contenttypeFulltext
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