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    Large Deflection Model for Multiple, Inline, Interacting Cantilever Beams

    Source: Journal of Applied Mechanics:;2020:;volume( 088 ):;issue: 004::page 041005-1
    Author:
    Bebee, Austin
    ,
    Stubbs, Christopher J.
    ,
    Robertson, Daniel J.
    DOI: 10.1115/1.4049072
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Numerous natural and synthetic systems can be modeled as clusters of interacting cantilever beams. However, a closed-form mathematical model capable of representing the mechanics of multiple interacting cantilever beams undergoing large deflections has yet to be presented. In this work, a pioneering mathematical model of the force–deflection response of multiple, inline, interacting (i.e., contacting) cantilever beams is presented. The math model enables the determination of the force–deflection response of a system of interacting cantilever beams and is predicated upon the “Pseudo Rigid Body Model” concept. The model was validated through data triangulation experiments which included both physical and computational studies. An analysis of the mathematical model indicates it is most accurate with deflections less than 50 deg. In the future, the model may be used in high throughput phenotyping applications for investigating stalk lodging and estimating the flexural rigidity of crop stems. The model can also be used to gain intuition and aid in the design of synthetic systems composed of multiple cantilever beams.
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      Large Deflection Model for Multiple, Inline, Interacting Cantilever Beams

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    contributor authorBebee, Austin
    contributor authorStubbs, Christopher J.
    contributor authorRobertson, Daniel J.
    date accessioned2022-02-05T22:30:06Z
    date available2022-02-05T22:30:06Z
    date copyright12/7/2020 12:00:00 AM
    date issued2020
    identifier issn0021-8936
    identifier otherjam_88_4_041005.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4277644
    description abstractNumerous natural and synthetic systems can be modeled as clusters of interacting cantilever beams. However, a closed-form mathematical model capable of representing the mechanics of multiple interacting cantilever beams undergoing large deflections has yet to be presented. In this work, a pioneering mathematical model of the force–deflection response of multiple, inline, interacting (i.e., contacting) cantilever beams is presented. The math model enables the determination of the force–deflection response of a system of interacting cantilever beams and is predicated upon the “Pseudo Rigid Body Model” concept. The model was validated through data triangulation experiments which included both physical and computational studies. An analysis of the mathematical model indicates it is most accurate with deflections less than 50 deg. In the future, the model may be used in high throughput phenotyping applications for investigating stalk lodging and estimating the flexural rigidity of crop stems. The model can also be used to gain intuition and aid in the design of synthetic systems composed of multiple cantilever beams.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLarge Deflection Model for Multiple, Inline, Interacting Cantilever Beams
    typeJournal Paper
    journal volume88
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4049072
    journal fristpage041005-1
    journal lastpage041005-11
    page11
    treeJournal of Applied Mechanics:;2020:;volume( 088 ):;issue: 004
    contenttypeFulltext
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