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    Finite-Element Analysis of Wood Joints

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 001
    Author:
    Conrad Jauslin
    ,
    Patrick J. Pellicane
    ,
    Richard M. Gutkowski
    DOI: 10.1061/(ASCE)0899-1561(1995)7:1(50)
    Publisher: American Society of Civil Engineers
    Abstract: A finite-element program to evaluate the stresses found in finger-jointed lumber subjected to uniaxial tension has been developed and verified. This program exploits a unique contact element useful in modeling a thin, isotropic boundary (glueline) between two anisotropic adherents. A parameter study was conducted using the aforementioned model to evaluate the influences of certain key finger-joint properties on the stress distributions induced in the lumber. Three joint geometries (step, scarf, and finger), three combinations of adherents (isotropic materials on both sides, orthotropic materials on both sides, and an isotropic material on one side and an orthotropic material on the other), and two glueline thicknesses (0.01 and 0.001 times the joint length) were studied. Glueline thickness is directly related to glueline stiffness, which is known to influence the stresses in the glueline, and consequently, in the adherents. The results showed that maximum adherent stresses were developed at the interface with the glueline. For isotropic materials with constant ratios of the elastic parameters between adherent and adhesive (e.g.,
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      Finite-Element Analysis of Wood Joints

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45399
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    • Journal of Materials in Civil Engineering

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    contributor authorConrad Jauslin
    contributor authorPatrick J. Pellicane
    contributor authorRichard M. Gutkowski
    date accessioned2017-05-08T21:16:49Z
    date available2017-05-08T21:16:49Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290899-1561%281995%297%3A1%2850%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45399
    description abstractA finite-element program to evaluate the stresses found in finger-jointed lumber subjected to uniaxial tension has been developed and verified. This program exploits a unique contact element useful in modeling a thin, isotropic boundary (glueline) between two anisotropic adherents. A parameter study was conducted using the aforementioned model to evaluate the influences of certain key finger-joint properties on the stress distributions induced in the lumber. Three joint geometries (step, scarf, and finger), three combinations of adherents (isotropic materials on both sides, orthotropic materials on both sides, and an isotropic material on one side and an orthotropic material on the other), and two glueline thicknesses (0.01 and 0.001 times the joint length) were studied. Glueline thickness is directly related to glueline stiffness, which is known to influence the stresses in the glueline, and consequently, in the adherents. The results showed that maximum adherent stresses were developed at the interface with the glueline. For isotropic materials with constant ratios of the elastic parameters between adherent and adhesive (e.g.,
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Analysis of Wood Joints
    typeJournal Paper
    journal volume7
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1995)7:1(50)
    treeJournal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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