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    In-Plane Shear Properties of Laminated Wood from Tension and Compression Tests of Angle-Ply Laminates

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author:
    Rachel S. Koh
    ,
    Peggi Clouston
    DOI: 10.1061/(ASCE)MT.1943-5533.0002063
    Publisher: American Society of Civil Engineers
    Abstract: Experimental methods for the characterization of shear strength and stiffness of both wood-based and glass-based or carbon-based composite materials are highly contested because shear properties are difficult to isolate experimentally. A comprehensive literature review on the subject is presented, considering methods for both structural composite lumber and traditional composite laminates. The researchers present a novel method for calculating shear strength, stiffness, and interaction parameters of laminated wood-veneer panels by coupling experimental data from tension and compression tests of multiaxial laminates with an optimization routine for two failure criteria theories from the literature. Optimal shear parameters are reported for both theories.
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      In-Plane Shear Properties of Laminated Wood from Tension and Compression Tests of Angle-Ply Laminates

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    contributor authorRachel S. Koh
    contributor authorPeggi Clouston
    date accessioned2017-12-16T09:01:49Z
    date available2017-12-16T09:01:49Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0002063.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237610
    description abstractExperimental methods for the characterization of shear strength and stiffness of both wood-based and glass-based or carbon-based composite materials are highly contested because shear properties are difficult to isolate experimentally. A comprehensive literature review on the subject is presented, considering methods for both structural composite lumber and traditional composite laminates. The researchers present a novel method for calculating shear strength, stiffness, and interaction parameters of laminated wood-veneer panels by coupling experimental data from tension and compression tests of multiaxial laminates with an optimization routine for two failure criteria theories from the literature. Optimal shear parameters are reported for both theories.
    publisherAmerican Society of Civil Engineers
    titleIn-Plane Shear Properties of Laminated Wood from Tension and Compression Tests of Angle-Ply Laminates
    typeJournal Paper
    journal volume29
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002063
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    contenttypeFulltext
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