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    Nonlinear Dynamic Analysis Framework for Slender Structures Using the Modal Rotation Method

    Source: Journal of Computational and Nonlinear Dynamics:;2024:;volume( 020 ):;issue: 002::page 21002-1
    Author:
    Shizuno, Yoshitaka
    ,
    Dong, Shuonan
    ,
    Kuzuno, Ryo
    ,
    Okada, Taiki
    ,
    Kawashima, Shugo
    ,
    Makihara, Kanjuro
    ,
    Otsuka, Keisuke
    DOI: 10.1115/1.4067201
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Owing to their low induced drag, high-aspect-ratio wings are often applied to aircraft, particularly high-altitude long-endurance (HALE) aircraft. An analytical method that considers geometrical nonlinearity is necessary for the analysis of high-aspect-ratio wings as they tend to undergo large deformations. Nonlinear shell/plate or solid finite element methods are widely used for the static analysis of wing strength. However, an increase in the number of elements drastically increases the computational costs owing to the complexity of wing shapes. The modal rotation method (MRM) can avoid this additional expense by analyzing large deformations based on modes and stiffness matrices obtained from any linear or linearized model. However, MRM has only been formulated as a static analysis method. In this study, a novel modal-based dynamic analysis framework, referred to as dynamic MRM (DMRM), is developed to analyze slender cantilever structures. This paper proposes a method to discretize dynamics by capitalizing on the fact that MRM considers geometrical nonlinearity based on deformed shapes. The proposed method targets slender structures with small strains and large displacements and considers geometrical nonlinearity, but not material nonlinearity. Additionally, a formulation method for the work performed by a follower force is proposed. The energy stored in the structure agreed with the work performed by an external force in each performed simulation. DMRM achieved a 95% reduction in the calculation time compared with a nonlinear plate finite element method in a performed simulation.
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      Nonlinear Dynamic Analysis Framework for Slender Structures Using the Modal Rotation Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4306510
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    • Journal of Computational and Nonlinear Dynamics

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    contributor authorShizuno, Yoshitaka
    contributor authorDong, Shuonan
    contributor authorKuzuno, Ryo
    contributor authorOkada, Taiki
    contributor authorKawashima, Shugo
    contributor authorMakihara, Kanjuro
    contributor authorOtsuka, Keisuke
    date accessioned2025-04-21T10:35:35Z
    date available2025-04-21T10:35:35Z
    date copyright12/9/2024 12:00:00 AM
    date issued2024
    identifier issn1555-1415
    identifier othercnd_020_02_021002.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306510
    description abstractOwing to their low induced drag, high-aspect-ratio wings are often applied to aircraft, particularly high-altitude long-endurance (HALE) aircraft. An analytical method that considers geometrical nonlinearity is necessary for the analysis of high-aspect-ratio wings as they tend to undergo large deformations. Nonlinear shell/plate or solid finite element methods are widely used for the static analysis of wing strength. However, an increase in the number of elements drastically increases the computational costs owing to the complexity of wing shapes. The modal rotation method (MRM) can avoid this additional expense by analyzing large deformations based on modes and stiffness matrices obtained from any linear or linearized model. However, MRM has only been formulated as a static analysis method. In this study, a novel modal-based dynamic analysis framework, referred to as dynamic MRM (DMRM), is developed to analyze slender cantilever structures. This paper proposes a method to discretize dynamics by capitalizing on the fact that MRM considers geometrical nonlinearity based on deformed shapes. The proposed method targets slender structures with small strains and large displacements and considers geometrical nonlinearity, but not material nonlinearity. Additionally, a formulation method for the work performed by a follower force is proposed. The energy stored in the structure agreed with the work performed by an external force in each performed simulation. DMRM achieved a 95% reduction in the calculation time compared with a nonlinear plate finite element method in a performed simulation.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Dynamic Analysis Framework for Slender Structures Using the Modal Rotation Method
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.4067201
    journal fristpage21002-1
    journal lastpage21002-12
    page12
    treeJournal of Computational and Nonlinear Dynamics:;2024:;volume( 020 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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