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    Experimental and Finite Element Comparison of Various Fixation Designs in Combined Loads

    Source: Journal of Biomechanical Engineering:;2001:;volume( 123 ):;issue: 005::page 391
    Author:
    A. Shirazi-Adl
    ,
    M. Dammak
    ,
    D. Zukor
    ,
    O. Patenaude
    DOI: 10.1115/1.1395572
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The short- and long-term successes of tibial cementless implants depend on the initial fixation stability often provided by posts and screws. In this work, a metallic plate was fixed to a polyurethane block with either two bone screws, two smooth-surfaced posts, or two novel smooth-surfaced posts with adjustable inclinations. For this last case, inclinations of 0, 1.5, and 3 deg were considered following insertion. A load of 1031 N was eccentrically applied on the plate at an angle of ∼14 deg, which resulted in a 1000 N axial compressive force and a 250 N shear force. The response was measured under static and repetitive loading up to 4000 cycles at 1 Hz. The measured results demonstrate subsidence under load, lift-off on the unloaded side, and horizontal translation of the plate specially at the loaded side. Fatigue loading increased the displacements, primarily during the first 100 cycles. Comparison of various fixation systems indicated that the plate with screw fixation was the stiffest with the least subsidence and liftoff. The increase in post inclination from 0 to 3 deg stiffened the plate by diminishing the liftoff. All fixation systems demonstrated deterioration under repetitive loads. In general, the finite element predictions of the experimental fixation systems were in agreement with measurements. The finite element analyses showed that porous coated posts (modeled with nonlinear interface friction with and without coupling) generated slightly less resistance to liftoff than smooth-surfaced posts. In the presence of porous coated posts, Coulomb friction greatly overestimated the rigidity by reducing the liftoff and subsidence to levels even smaller than those predicted for the design with screw fixation. The sequence of combined load application also influenced the predicted response. Finally, the finite element model incorporating measured interface friction and pull-out responses can be used for the analysis of cementless total joint replacement systems during the post-operation period.
    keyword(s): Screws , Stress , Urethane elastomers , Shear (Mechanics) , Design , Finite element analysis , Force , Friction , Finite element model , Compression , Fatigue , Measurement , Cycles , Coulombs , Stability , Arthroplasty AND Surgical screws ,
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      Experimental and Finite Element Comparison of Various Fixation Designs in Combined Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/124784
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    • Journal of Biomechanical Engineering

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    contributor authorA. Shirazi-Adl
    contributor authorM. Dammak
    contributor authorD. Zukor
    contributor authorO. Patenaude
    date accessioned2017-05-09T00:04:11Z
    date available2017-05-09T00:04:11Z
    date copyrightOctober, 2001
    date issued2001
    identifier issn0148-0731
    identifier otherJBENDY-26190#391_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124784
    description abstractThe short- and long-term successes of tibial cementless implants depend on the initial fixation stability often provided by posts and screws. In this work, a metallic plate was fixed to a polyurethane block with either two bone screws, two smooth-surfaced posts, or two novel smooth-surfaced posts with adjustable inclinations. For this last case, inclinations of 0, 1.5, and 3 deg were considered following insertion. A load of 1031 N was eccentrically applied on the plate at an angle of ∼14 deg, which resulted in a 1000 N axial compressive force and a 250 N shear force. The response was measured under static and repetitive loading up to 4000 cycles at 1 Hz. The measured results demonstrate subsidence under load, lift-off on the unloaded side, and horizontal translation of the plate specially at the loaded side. Fatigue loading increased the displacements, primarily during the first 100 cycles. Comparison of various fixation systems indicated that the plate with screw fixation was the stiffest with the least subsidence and liftoff. The increase in post inclination from 0 to 3 deg stiffened the plate by diminishing the liftoff. All fixation systems demonstrated deterioration under repetitive loads. In general, the finite element predictions of the experimental fixation systems were in agreement with measurements. The finite element analyses showed that porous coated posts (modeled with nonlinear interface friction with and without coupling) generated slightly less resistance to liftoff than smooth-surfaced posts. In the presence of porous coated posts, Coulomb friction greatly overestimated the rigidity by reducing the liftoff and subsidence to levels even smaller than those predicted for the design with screw fixation. The sequence of combined load application also influenced the predicted response. Finally, the finite element model incorporating measured interface friction and pull-out responses can be used for the analysis of cementless total joint replacement systems during the post-operation period.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental and Finite Element Comparison of Various Fixation Designs in Combined Loads
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.1395572
    journal fristpage391
    journal lastpage395
    identifier eissn1528-8951
    keywordsScrews
    keywordsStress
    keywordsUrethane elastomers
    keywordsShear (Mechanics)
    keywordsDesign
    keywordsFinite element analysis
    keywordsForce
    keywordsFriction
    keywordsFinite element model
    keywordsCompression
    keywordsFatigue
    keywordsMeasurement
    keywordsCycles
    keywordsCoulombs
    keywordsStability
    keywordsArthroplasty AND Surgical screws
    treeJournal of Biomechanical Engineering:;2001:;volume( 123 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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