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dc.contributor.authorShizuno, Yoshitaka
dc.contributor.authorDong, Shuonan
dc.contributor.authorKuzuno, Ryo
dc.contributor.authorOkada, Taiki
dc.contributor.authorKawashima, Shugo
dc.contributor.authorMakihara, Kanjuro
dc.contributor.authorOtsuka, Keisuke
dc.date.accessioned2025-04-21T10:35:35Z
dc.date.available2025-04-21T10:35:35Z
dc.date.copyright12/9/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.issn1555-1415
dc.identifier.othercnd_020_02_021002.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306510
dc.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.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleNonlinear Dynamic Analysis Framework for Slender Structures Using the Modal Rotation Method
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue2
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4067201
dc.journal.fristpage21002-1
dc.journal.lastpage21002-12
dc.page12
dc.treeJournal of Computational and Nonlinear Dynamics:;2024:;volume( 020 ):;issue: 002
dc.contenttypeFulltext


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