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    The Accuracy of Digital Image-Based Finite Element Models

    Source: Journal of Biomechanical Engineering:;1998:;volume( 120 ):;issue: 002::page 289
    Author:
    R. E. Guldberg
    ,
    S. J. Hollister
    ,
    G. T. Charras
    DOI: 10.1115/1.2798314
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Digital image-based finite element meshing is an alternative approach to time-consuming conventional meshing techniques for generating realistic three-dimensional (3D) models of complex structures. Although not limited to biological applications, digital image-based modeling has been used to generate structure-specific (i.e., nongeneric) models of whole bones and trabecular bone microstructures. However, questions remain regarding the solution accuracy provided by the digital meshing approach, particularly at model or material boundaries. The purpose of this study was to compare the accuracy of digital and conventional smooth boundary models based on theoretical solutions for a two-dimensional (2D) compression plate and a 3D circular cantilever beam. For both the plate and beam analyses, the predicted solution at digital model boundaries was characterized by local oscillations, which produced potentially high errors within individual boundary elements. Significantly, however, the digital model boundary solution oscillated approximately about the theoretical solution. A marked improvement in solution accuracy was therefore achieved by considering average results within a region composed of several elements. Absolute errors for Von Mises stress averaged over the beam cross section, for example, converged to less than 4 percent, and the predicted free-end displacement of the cantilever beam was within 1 percent of the theoretical solution. Analyses at several beam orientations and mesh resolutions suggested a minimum discretization of three to four digital finite elements through the beam cross section to avoid high numerical stiffening errors under bending.
    keyword(s): Oscillations , Cantilever beams , Stress , Bone , Boundary element methods , Finite element analysis , Modeling , Compression , Displacement , Errors AND Finite element model ,
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      The Accuracy of Digital Image-Based Finite Element Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/120105
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    • Journal of Biomechanical Engineering

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    contributor authorR. E. Guldberg
    contributor authorS. J. Hollister
    contributor authorG. T. Charras
    date accessioned2017-05-08T23:56:02Z
    date available2017-05-08T23:56:02Z
    date copyrightApril, 1998
    date issued1998
    identifier issn0148-0731
    identifier otherJBENDY-25991#289_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/120105
    description abstractDigital image-based finite element meshing is an alternative approach to time-consuming conventional meshing techniques for generating realistic three-dimensional (3D) models of complex structures. Although not limited to biological applications, digital image-based modeling has been used to generate structure-specific (i.e., nongeneric) models of whole bones and trabecular bone microstructures. However, questions remain regarding the solution accuracy provided by the digital meshing approach, particularly at model or material boundaries. The purpose of this study was to compare the accuracy of digital and conventional smooth boundary models based on theoretical solutions for a two-dimensional (2D) compression plate and a 3D circular cantilever beam. For both the plate and beam analyses, the predicted solution at digital model boundaries was characterized by local oscillations, which produced potentially high errors within individual boundary elements. Significantly, however, the digital model boundary solution oscillated approximately about the theoretical solution. A marked improvement in solution accuracy was therefore achieved by considering average results within a region composed of several elements. Absolute errors for Von Mises stress averaged over the beam cross section, for example, converged to less than 4 percent, and the predicted free-end displacement of the cantilever beam was within 1 percent of the theoretical solution. Analyses at several beam orientations and mesh resolutions suggested a minimum discretization of three to four digital finite elements through the beam cross section to avoid high numerical stiffening errors under bending.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Accuracy of Digital Image-Based Finite Element Models
    typeJournal Paper
    journal volume120
    journal issue2
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.2798314
    journal fristpage289
    journal lastpage295
    identifier eissn1528-8951
    keywordsOscillations
    keywordsCantilever beams
    keywordsStress
    keywordsBone
    keywordsBoundary element methods
    keywordsFinite element analysis
    keywordsModeling
    keywordsCompression
    keywordsDisplacement
    keywordsErrors AND Finite element model
    treeJournal of Biomechanical Engineering:;1998:;volume( 120 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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