YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Biomechanical Engineering
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Biomechanical Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Comparison of Existing Methods for Characterizing Bi-Linear Natural Ankle Quasi-Stiffness

    Source: Journal of Biomechanical Engineering:;2022:;volume( 144 ):;issue: 011::page 114502-1
    Author:
    Nigro
    ,
    Luke;Arch
    ,
    Elisa S.
    DOI: 10.1115/1.4054798
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Natural ankle quasi-stiffness (NAS) is a mechanical property of the ankle joint during dynamic motion. NAS has been historically calculated as the average slope (linear regression) of the net ankle moment versus ankle angle during discrete phases of stance. However, recent work has shown that NAS is nonlinear during the stance phase. Specifically, during the loading phase of stance (∼10 to 60% of total stance), plantarflexion moment increases at an accelerating rate compared to dorsiflexion angle. Updated models have been developed to better capture this inherent nonlinearity. One type of model called bi-linear NAS (BL-NAS) divides the loading phase of stance into two subphases, called early loading (EL) and late loading (LL) NAS. Two papers, written by Crenna and Frigo (2011, “Dynamics of the Ankle Joint Analyzed Through Moment-Angle Loops During Human Walking: Gender and Age Effects,” Hum. Mov. Sci., 30(6), pp. 1185–1198) and Shamaei et al. (2013, “Estimation of Quasi-Stiffness and Propulsive Work of the Human Ankle in the Stance Phase of Walking,” PLoS One, 8(3), p. e59935), outline different BL-NAS models. Both models fit measured data better (lower root-mean-squared error (RMSE)) than standard single linear NAS (SL-NAS) models but have not been widely adopted, possibly because of methodological discrepancies and lack of applicability to physical devices at the time. This paper compares and contrasts these existing BL-NAS models and translates those findings to possible orthotic device designs. Results showed that both BL-NAS models had lower RMSE than SL-NAS, EL-NAS was not significantly different across walking speeds, and LL-NAS increased significantly at faster walking speeds. These improved models of NAS much better approximate natural human movement than commonly used SL-NAS models, and thus provide a basis to design ankle-foot devices with multiple stiffness properties to emulate and facilitate natural human motion.
    • Download: (1003.Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Comparison of Existing Methods for Characterizing Bi-Linear Natural Ankle Quasi-Stiffness

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4287088
    Collections
    • Journal of Biomechanical Engineering

    Show full item record

    contributor authorNigro
    contributor authorLuke;Arch
    contributor authorElisa S.
    date accessioned2022-08-18T12:54:49Z
    date available2022-08-18T12:54:49Z
    date copyright7/1/2022 12:00:00 AM
    date issued2022
    identifier issn0148-0731
    identifier otherbio_144_11_114502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287088
    description abstractNatural ankle quasi-stiffness (NAS) is a mechanical property of the ankle joint during dynamic motion. NAS has been historically calculated as the average slope (linear regression) of the net ankle moment versus ankle angle during discrete phases of stance. However, recent work has shown that NAS is nonlinear during the stance phase. Specifically, during the loading phase of stance (∼10 to 60% of total stance), plantarflexion moment increases at an accelerating rate compared to dorsiflexion angle. Updated models have been developed to better capture this inherent nonlinearity. One type of model called bi-linear NAS (BL-NAS) divides the loading phase of stance into two subphases, called early loading (EL) and late loading (LL) NAS. Two papers, written by Crenna and Frigo (2011, “Dynamics of the Ankle Joint Analyzed Through Moment-Angle Loops During Human Walking: Gender and Age Effects,” Hum. Mov. Sci., 30(6), pp. 1185–1198) and Shamaei et al. (2013, “Estimation of Quasi-Stiffness and Propulsive Work of the Human Ankle in the Stance Phase of Walking,” PLoS One, 8(3), p. e59935), outline different BL-NAS models. Both models fit measured data better (lower root-mean-squared error (RMSE)) than standard single linear NAS (SL-NAS) models but have not been widely adopted, possibly because of methodological discrepancies and lack of applicability to physical devices at the time. This paper compares and contrasts these existing BL-NAS models and translates those findings to possible orthotic device designs. Results showed that both BL-NAS models had lower RMSE than SL-NAS, EL-NAS was not significantly different across walking speeds, and LL-NAS increased significantly at faster walking speeds. These improved models of NAS much better approximate natural human movement than commonly used SL-NAS models, and thus provide a basis to design ankle-foot devices with multiple stiffness properties to emulate and facilitate natural human motion.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleComparison of Existing Methods for Characterizing Bi-Linear Natural Ankle Quasi-Stiffness
    typeJournal Paper
    journal volume144
    journal issue11
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.4054798
    journal fristpage114502-1
    journal lastpage114502-7
    page7
    treeJournal of Biomechanical Engineering:;2022:;volume( 144 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian