Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Bistable behavior of the cylindrical origami structure with Kresling pattern
C and PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University, Si Pai Lou No. 2, Nanjing.
Department of Structural Engineering, University of California San Diego.
Wuxi Architectural Design and Research Institute Co. Ltd.
Key Laboratory of C and PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University, Si Pai Lou No. 2, Nanjing.
Show others and affiliations
2015 (English)In: Journal of mechanical design (1990), ISSN 1050-0472, E-ISSN 1528-9001, Vol. 137, no 6, article id 61406Article in journal (Refereed) Published
Abstract [en]

The deployment of a cylinder based on origami with Kresling pattern, whose basic mechanisms are formed by the buckling of a thin cylindrical shell under torsional loading, is studied in this paper. The model consists of identical triangular panels with cyclic symmetry and has a small displacement internal inextensional mechanism. First, geometric formulation of the design problem is presented. Then, assuming that the deployment and folding process is uniform, the bistable behavior of the cylinder is discussed. It can be found that, during the deployment, the dimensionless strain energy increases first and then reduces to zero but followed by another sharp increase. Moreover, the limit condition of geometry parameters for the bistable phenomenon is also discussed. Finally, the bistable behavior is also studied by using numerical simulations for simple and more complex case of the cylinder with multistory. The numerical results agree well with the analytical predictions. Therefore, comparisons with finite element predictions have shown that the analytical solutions given in this paper are accurate and have validated the assumptions made in the derivations

Place, publisher, year, edition, pages
2015. Vol. 137, no 6, article id 61406
National Category
Construction Management
Research subject
Construction Engineering and Management
Identifiers
URN: urn:nbn:se:ltu:diva-5149DOI: 10.1115/1.4030158Local ID: 32dc86ef-4e0d-41d2-8851-b767c651c7e9OAI: oai:DiVA.org:ltu-5149DiVA: diva2:978023
Note
Validerad; 2015; Nivå 2; 20150525 (andbra)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

Open Access in DiVA

No full text in DiVA

Other links

Publisher's full text

Search in DiVA

By author/editor
Tu, Yongming
By organisation
Structural and Construction Engineering
In the same journal
Journal of mechanical design (1990)
Construction Management

Search outside of DiVA

GoogleGoogle Scholar

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 32 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf