Mechanism and Parametric Study of Double-Layer Multibar Tensegrity Structures.
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| Title: | Mechanism and Parametric Study of Double-Layer Multibar Tensegrity Structures. |
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| Authors: | Lu, Jinxin1 (AUTHOR) lujinxin@hrbeu.edu.cn, Liu, Heping2 (AUTHOR) liuheping@hrbeu.edu.cn, Xing, Guangzhen1 (AUTHOR) xingguangzhen@hrbeu.edu.cn, Liu, Tao1 (AUTHOR) hong@hrbeu.edu.cn, Luo, Ani3 (AUTHOR) luoani@hrbeu.edu.cn |
| Source: | Journal of Engineering Mechanics. Jul2026, Vol. 152 Issue 7, p1-11. 11p. |
| Subjects: | Tensegrity (Engineering), Particle swarm optimization, Structural analysis (Engineering), Mechanical behavior of materials, Tensile architecture, Modular design, Equilibrium |
| Abstract: | This study investigates the construction mechanism of double-layer multibar tensegrity structures through comprehensive analytical and computational approaches. By developing a systematic splicing strategy for basic structural units, we establish the nonlinear equilibrium equations governing these complex systems. The self-stressed equilibrium parameters are numerically determined using particle swarm optimization, revealing fundamental relationships among structural configuration, the number of bars, and the scale parameters. Our analysis characterizes the mapping relationships between key geometric parameters (including horizontal surface radius ratio, overlap ratio, and bar count) and resulting mechanical properties. The results demonstrate that these double-layer structures exhibit pronounced symmetric characteristics similar to prismatic tensegrity units. The main factors that affect the stiffness of the structure include horizontal surface radius ratio, overlap ratio, prestress number of bars, and configuration. Importantly, this work elucidates the structural response mechanism under multiparameter coupling conditions, establishing a universal theoretical framework that enables systematic modular design and performance optimization of complex tensegrity systems. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Engineering Mechanics is the property of American Society of Civil Engineers and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 193805295 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Mechanism and Parametric Study of Double-Layer Multibar Tensegrity Structures. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Lu%2C+Jinxin%22">Lu, Jinxin</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> lujinxin@hrbeu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Liu%2C+Heping%22">Liu, Heping</searchLink><relatesTo>2</relatesTo> (AUTHOR)<i> liuheping@hrbeu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Xing%2C+Guangzhen%22">Xing, Guangzhen</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> xingguangzhen@hrbeu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Liu%2C+Tao%22">Liu, Tao</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> hong@hrbeu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Luo%2C+Ani%22">Luo, Ani</searchLink><relatesTo>3</relatesTo> (AUTHOR)<i> luoani@hrbeu.edu.cn</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Engineering+Mechanics%22">Journal of Engineering Mechanics</searchLink>. Jul2026, Vol. 152 Issue 7, p1-11. 11p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Tensegrity+%28Engineering%29%22">Tensegrity (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Particle+swarm+optimization%22">Particle swarm optimization</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29%22">Structural analysis (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Mechanical+behavior+of+materials%22">Mechanical behavior of materials</searchLink><br /><searchLink fieldCode="DE" term="%22Tensile+architecture%22">Tensile architecture</searchLink><br /><searchLink fieldCode="DE" term="%22Modular+design%22">Modular design</searchLink><br /><searchLink fieldCode="DE" term="%22Equilibrium%22">Equilibrium</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: This study investigates the construction mechanism of double-layer multibar tensegrity structures through comprehensive analytical and computational approaches. By developing a systematic splicing strategy for basic structural units, we establish the nonlinear equilibrium equations governing these complex systems. The self-stressed equilibrium parameters are numerically determined using particle swarm optimization, revealing fundamental relationships among structural configuration, the number of bars, and the scale parameters. Our analysis characterizes the mapping relationships between key geometric parameters (including horizontal surface radius ratio, overlap ratio, and bar count) and resulting mechanical properties. The results demonstrate that these double-layer structures exhibit pronounced symmetric characteristics similar to prismatic tensegrity units. The main factors that affect the stiffness of the structure include horizontal surface radius ratio, overlap ratio, prestress number of bars, and configuration. Importantly, this work elucidates the structural response mechanism under multiparameter coupling conditions, establishing a universal theoretical framework that enables systematic modular design and performance optimization of complex tensegrity systems. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Engineering Mechanics is the property of American Society of Civil Engineers and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1061/JENMDT.EMENG-8820 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 11 StartPage: 1 Subjects: – SubjectFull: Tensegrity (Engineering) Type: general – SubjectFull: Particle swarm optimization Type: general – SubjectFull: Structural analysis (Engineering) Type: general – SubjectFull: Mechanical behavior of materials Type: general – SubjectFull: Tensile architecture Type: general – SubjectFull: Modular design Type: general – SubjectFull: Equilibrium Type: general Titles: – TitleFull: Mechanism and Parametric Study of Double-Layer Multibar Tensegrity Structures. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Lu, Jinxin – PersonEntity: Name: NameFull: Liu, Heping – PersonEntity: Name: NameFull: Xing, Guangzhen – PersonEntity: Name: NameFull: Liu, Tao – PersonEntity: Name: NameFull: Luo, Ani IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 07 Text: Jul2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 07339399 Numbering: – Type: volume Value: 152 – Type: issue Value: 7 Titles: – TitleFull: Journal of Engineering Mechanics Type: main |
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