Technical Notes
Jan 28, 2015

Geometry and Motion Analysis of Origami-Based Deployable Shelter Structures

Publication: Journal of Structural Engineering
Volume 141, Issue 10

Abstract

The basic concept of a deployable pyramidal shelter structure based on origami is introduced. Various radially foldable systems are composed by leaf units in leaf-in and leaf-out patterns. Then the geometry and motion of the system are studied. The geometry in the fully deployed configuration for the leaf-out pattern is identical to that for the leaf-in pattern. During motion, the leaf-in pattern reveals actually folding incompatibility. In other words, there are two strain free states; this indicates that a structure is self-locking, i.e., a strain will need to be induced in order to move the structure from one configuration to the other. The strain of the system is irrelevant to the number of leaf elements. The structure with the leaf-out pattern has rigid mobility.

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Acknowledgments

The research reported in this paper was supported by the National Natural Science Foundation of China (Grant Nos. 51308106, 51278116, 51178115, and 51450110080), the Natural Science Foundation of Jiangsu Province (Grant No. BK20130614), the Specialized Research Fund for the Doctoral Program of Higher Education (Grant No. 20130092120018), the Excellent Young Teachers Program of Southeast University, and a project funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions. The anonymous reviewers are also thanked for their valuable comments and thoughtful suggestions which improved the quality of the paper.

References

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 10October 2015

History

Received: Apr 4, 2014
Accepted: Dec 4, 2014
Published online: Jan 28, 2015
Discussion open until: Jun 28, 2015
Published in print: Oct 1, 2015

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Authors

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Jianguo Cai, A.M.ASCE [email protected]
Associate Professor, Key Laboratory of C and PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210096, China (corresponding author). E-mail: [email protected]
Xiaowei Deng [email protected]
Postdoctoral Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093. E-mail: [email protected]
Lecturer, Dept. of Civil Engineering, Strathclyde Univ., Glasgow G12 8QQ, U.K. E-mail: [email protected]
Professor, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]

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