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    Transformation of Elastic Properties for Lumber with Cross Grain

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author:
    John C. Hermanson
    ,
    Douglas C. Stahl
    ,
    Steven M. Cramer
    ,
    Stephen M. Shaler
    DOI: 10.1061/(ASCE)0733-9445(1997)123:10(1402)
    Publisher: American Society of Civil Engineers
    Abstract: Application of orthotropic constitutive models to lumber with cross grain requires transformation of coordinates when material axes are not aligned with board axes. This paper presents a procedure to construct the coordinate transformation matrix using angles measured on the surface of a board for any orientation of wood fibers and growth rings within the board. Procedures in the literature are limited to special orientations of the wood material, although their authors have not always recognized the limitations. The key to the present method is the recognition that for each set of three independent surface angles there corresponds a set of Euler angles that can be used in the coordinate transformation matrix. Numerical examples show that the procedure identifies significant variations in board elastic properties for changes in the grain and ring angles. The examples also reveal potentially critical material shear stresses in uniaxial situations following stress transformations associated with combinations of seemingly small angles.
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      Transformation of Elastic Properties for Lumber with Cross Grain

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32602
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    contributor authorJohn C. Hermanson
    contributor authorDouglas C. Stahl
    contributor authorSteven M. Cramer
    contributor authorStephen M. Shaler
    date accessioned2017-05-08T20:56:30Z
    date available2017-05-08T20:56:30Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A10%281402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32602
    description abstractApplication of orthotropic constitutive models to lumber with cross grain requires transformation of coordinates when material axes are not aligned with board axes. This paper presents a procedure to construct the coordinate transformation matrix using angles measured on the surface of a board for any orientation of wood fibers and growth rings within the board. Procedures in the literature are limited to special orientations of the wood material, although their authors have not always recognized the limitations. The key to the present method is the recognition that for each set of three independent surface angles there corresponds a set of Euler angles that can be used in the coordinate transformation matrix. Numerical examples show that the procedure identifies significant variations in board elastic properties for changes in the grain and ring angles. The examples also reveal potentially critical material shear stresses in uniaxial situations following stress transformations associated with combinations of seemingly small angles.
    publisherAmerican Society of Civil Engineers
    titleTransformation of Elastic Properties for Lumber with Cross Grain
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:10(1402)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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