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    Experimental and Numerical Investigation on Radial Stiffness of Origami-Inspired Tubular Structures

    Source: Journal of Applied Mechanics:;2021:;volume( 089 ):;issue: 003::page 31001-1
    Author:
    Shen, Weijun
    ,
    Cao, Yang
    ,
    Jiang, Xuepeng
    ,
    Zhang, Zhan
    ,
    Okudan Kremer, Gül E.
    ,
    Qin, Hantang
    DOI: 10.1115/1.4052799
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Origami structures, which were inspired by traditional paper folding arts, have been applied for engineering problems for the last two decades. Origami-based thin-wall tubes have been extensively investigated under axial loadings. However, less has been done with radial stiffness as one of the critical mechanical properties of a tubular structure working under lateral loadings. In this study, the radial stiffness of novel thin-wall tubular structures based on origami patterns have been studied with compression tests and finite element analysis (FEA) simulations. The results show that the radial stiffness of an origami-inspired tube can achieve about 27.1 times that of a circular tube with the same circumcircle diameter (100 mm), height (60 mm), and wall thickness (2 mm). Yoshimura, Kresling, and modified Yoshimura patterns are selected as the basic frames, upon which the influences of different design parameters are tested and discussed. Given that the weight can vary due to different designs, the stiffness-to-weight ratio is also calculated. The origami-inspired tubular structures with superior stiffness performances are obtained and can be extended to crashworthy structures, functional structures, and stiffness enhancement with low structural weight.
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      Experimental and Numerical Investigation on Radial Stiffness of Origami-Inspired Tubular Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4285149
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    contributor authorShen, Weijun
    contributor authorCao, Yang
    contributor authorJiang, Xuepeng
    contributor authorZhang, Zhan
    contributor authorOkudan Kremer, Gül E.
    contributor authorQin, Hantang
    date accessioned2022-05-08T09:26:52Z
    date available2022-05-08T09:26:52Z
    date copyright11/16/2021 12:00:00 AM
    date issued2021
    identifier issn0021-8936
    identifier otherjam_89_3_031001.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4285149
    description abstractOrigami structures, which were inspired by traditional paper folding arts, have been applied for engineering problems for the last two decades. Origami-based thin-wall tubes have been extensively investigated under axial loadings. However, less has been done with radial stiffness as one of the critical mechanical properties of a tubular structure working under lateral loadings. In this study, the radial stiffness of novel thin-wall tubular structures based on origami patterns have been studied with compression tests and finite element analysis (FEA) simulations. The results show that the radial stiffness of an origami-inspired tube can achieve about 27.1 times that of a circular tube with the same circumcircle diameter (100 mm), height (60 mm), and wall thickness (2 mm). Yoshimura, Kresling, and modified Yoshimura patterns are selected as the basic frames, upon which the influences of different design parameters are tested and discussed. Given that the weight can vary due to different designs, the stiffness-to-weight ratio is also calculated. The origami-inspired tubular structures with superior stiffness performances are obtained and can be extended to crashworthy structures, functional structures, and stiffness enhancement with low structural weight.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental and Numerical Investigation on Radial Stiffness of Origami-Inspired Tubular Structures
    typeJournal Paper
    journal volume89
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4052799
    journal fristpage31001-1
    journal lastpage31001-10
    page10
    treeJournal of Applied Mechanics:;2021:;volume( 089 ):;issue: 003
    contenttypeFulltext
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