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    Shear Strength in Principal Plane of Wood

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Jen Y. Liu
    ,
    Lester H. Floeter
    DOI: 10.1061/(ASCE)0733-9399(1984)110:6(930)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the writers used Tsai and Wu's tensor polynomial theory to rederive a formula originally derived by Cowin for shear strength variation in a plane of material symmetry of orthotropic materials. Experimental work was then performed (based on a method by Arcan, Hashin, and Voloshin) on Sitka spruce specimens to verify the formula. The theory and experiment agreed closely. When the angle between shear force and grain on the longitudinal‐tangential plane increased from 0‐30° shear strength decreased more than 43%. Engineers should take this relationship into account when designing wood structural members.
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      Shear Strength in Principal Plane of Wood

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    contributor authorJen Y. Liu
    contributor authorLester H. Floeter
    date accessioned2017-05-08T22:10:02Z
    date available2017-05-08T22:10:02Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A6%28930%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72697
    description abstractIn this study, the writers used Tsai and Wu's tensor polynomial theory to rederive a formula originally derived by Cowin for shear strength variation in a plane of material symmetry of orthotropic materials. Experimental work was then performed (based on a method by Arcan, Hashin, and Voloshin) on Sitka spruce specimens to verify the formula. The theory and experiment agreed closely. When the angle between shear force and grain on the longitudinal‐tangential plane increased from 0‐30° shear strength decreased more than 43%. Engineers should take this relationship into account when designing wood structural members.
    publisherAmerican Society of Civil Engineers
    titleShear Strength in Principal Plane of Wood
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:6(930)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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