YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • 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

    Sensitivity and Efficiency Analyses of Two Wood Cell Wall Structural Models

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 008::page 04024046-1
    Author:
    Garrett Tatum
    ,
    Natassia Brenkus
    DOI: 10.1061/JENMDT.EMENG-7508
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated two fundamental assumptions about the geometry of the wood cell wall to develop a mechanistic characterization of wood behavior at the scale of wood structural components. This paper used a three-step homogenization scheme implemented through homogenization techniques and finite-element analyses to evaluate a multilayered cell wall and a simplified single-layer method. Both earlywood and latewood geometries were considered. A three-part sensitivity analysis assessed the influence of wood constituent proportions, microfibril angle, and cellulose crystallinity on cell wall stiffness. Sensitivity to constituent ratios was evaluated through a Monte Carlo simulation of 1,000 sampled points and correlation analysis. Sensitivity to microfibril angle and cellulose crystallinity was evaluated through parametric characterization. The investigation found that both methods provided an accurate assessment of wood stiffness when compared with experimentally determined values. Care should be taken when modeling higher densities of wood, and use of either method in higher order models should be determined by the resolution of input data and computational needs.
    • Download: (4.855Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Sensitivity and Efficiency Analyses of Two Wood Cell Wall Structural Models

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4298875
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorGarrett Tatum
    contributor authorNatassia Brenkus
    date accessioned2024-12-24T10:24:58Z
    date available2024-12-24T10:24:58Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJENMDT.EMENG-7508.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298875
    description abstractThis study evaluated two fundamental assumptions about the geometry of the wood cell wall to develop a mechanistic characterization of wood behavior at the scale of wood structural components. This paper used a three-step homogenization scheme implemented through homogenization techniques and finite-element analyses to evaluate a multilayered cell wall and a simplified single-layer method. Both earlywood and latewood geometries were considered. A three-part sensitivity analysis assessed the influence of wood constituent proportions, microfibril angle, and cellulose crystallinity on cell wall stiffness. Sensitivity to constituent ratios was evaluated through a Monte Carlo simulation of 1,000 sampled points and correlation analysis. Sensitivity to microfibril angle and cellulose crystallinity was evaluated through parametric characterization. The investigation found that both methods provided an accurate assessment of wood stiffness when compared with experimentally determined values. Care should be taken when modeling higher densities of wood, and use of either method in higher order models should be determined by the resolution of input data and computational needs.
    publisherAmerican Society of Civil Engineers
    titleSensitivity and Efficiency Analyses of Two Wood Cell Wall Structural Models
    typeJournal Article
    journal volume150
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7508
    journal fristpage04024046-1
    journal lastpage04024046-16
    page16
    treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 008
    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