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    Structural Performance Characterization of Mass Plywood Panels

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010::page 04021275-1
    Author:
    Rajendra Soti
    ,
    Tu X. Ho
    ,
    Arijit Sinha
    DOI: 10.1061/(ASCE)MT.1943-5533.0003902
    Publisher: ASCE
    Abstract: Mass plywood panel (MPP) is a veneer-based engineered wood product that recently was introduced in the mass-timber construction industry. Preliminary studies show that MPPs can be a preferred construction material for shear walls, floor diaphragms, and roof assemblies. However, no design guide exists regarding the use of MPPs as structural elements. This is compounded by a lack of engineering properties and parameters needed beyond the generic values provided in the product report. To assess the engineering properties and provide a benchmark dataset, a comprehensive experimental testing program characterized the performance of MPPs in flexure, in-plane shear (parallel to major strength direction), compression, and tension. Additionally, the characteristic values of MPPs were derived based on the test results to provide an initial indication of design values of MPPs. The test results presented in this study provide a fundamental basis for the development of a design guide for MPPs.
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      Structural Performance Characterization of Mass Plywood Panels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272563
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    contributor authorRajendra Soti
    contributor authorTu X. Ho
    contributor authorArijit Sinha
    date accessioned2022-02-01T22:04:33Z
    date available2022-02-01T22:04:33Z
    date issued10/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003902.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272563
    description abstractMass plywood panel (MPP) is a veneer-based engineered wood product that recently was introduced in the mass-timber construction industry. Preliminary studies show that MPPs can be a preferred construction material for shear walls, floor diaphragms, and roof assemblies. However, no design guide exists regarding the use of MPPs as structural elements. This is compounded by a lack of engineering properties and parameters needed beyond the generic values provided in the product report. To assess the engineering properties and provide a benchmark dataset, a comprehensive experimental testing program characterized the performance of MPPs in flexure, in-plane shear (parallel to major strength direction), compression, and tension. Additionally, the characteristic values of MPPs were derived based on the test results to provide an initial indication of design values of MPPs. The test results presented in this study provide a fundamental basis for the development of a design guide for MPPs.
    publisherASCE
    titleStructural Performance Characterization of Mass Plywood Panels
    typeJournal Paper
    journal volume33
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003902
    journal fristpage04021275-1
    journal lastpage04021275-12
    page12
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010
    contenttypeFulltext
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