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Research Papers

Geometric Design and Construction of Structurally Stabilized Accordion Shelters

[+] Author and Article Information
Ting-Uei Lee

School of Civil Engineering,
University of Queensland,
St. Lucia, QLD 4072, Australia

Joseph M. Gattas

Lecturer
School of Civil Engineering,
University of Queensland,
St. Lucia, QLD 4072, Australia
e-mail: j.gattas@uq.edu.au

1Corresponding author.

Manuscript received July 1, 2015; final manuscript received December 24, 2015; published online March 7, 2016. Assoc. Editor: Mary Frecker.

J. Mechanisms Robotics 8(3), 031009 (Mar 07, 2016) (8 pages) Paper No: JMR-15-1174; doi: 10.1115/1.4032441 History: Received July 01, 2015; Revised December 24, 2015

Accordion patterns are widely used for deployable shelters, due to their simple construction, elegant deployment mechanism, and folded plate form with an inherent structural efficiency. This paper proposes two new accordion-type shelters that use modified geometries to improve on the structural stability and stiffness of the typical accordion form. The first shelter is termed a distributed frame accordion shelter and is generated by separating fully folded accordion frames between spacer plates aligned with the transverse direction. A transverse stiffness and increased flexural rigidity can therefore be achieved while maintaining a nonzero floor area. The second shelter is termed a diamond wall accordion shelter and is generated by inserting secondary wall elements that increase wall sectional depth and counteract the coupled rotational-transverse displacements at accordion roof–wall junctions. For both shelter types, a geometric parameterization and a full-scale prototype are presented. Good correlation is seen between the designed and constructed surfaces. A numerical investigation also shows that the new forms have substantially increased flexural rigidities compared to the typical accordion form.

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References

Strozyk, E. , and Neeb, S. , 2010, “ Accordion Collection,” Last accessed May 30, 2015, http://www.elisastrozyk.de/seite/accordioncollection.html
Jackson, P. , 2011, Folding Techniques for Designers: From Sheet to Form, Laurence King, Laurence King Publishing Ltd, London.
Make Architects, 2013, “ Canary Wharf Kiosk,” Last accessed May 30, 2015, http://www.makearchitects.com/projects/canary-wharf-kiosk
Šekularac, N. , Ivanović-Šekularac, J. , and Čikić-Tovarović, J. , 2012, “ Folded Structures in Modern Architecture,” Facta Univ. Ser.: Archit. Civ. Eng., 10(1), pp. 1–16. [CrossRef]
Martinez-Martin, F. , and Thrall, A. , 2014, “ Honeycomb Core Sandwich Panels for Origami-Inspired Deployable Shelters: Multi-Objective Optimization for Minimum Weight and Maximum Energy Efficiency,” Eng. Struct., 69, pp. 158–167. [CrossRef]
Thrall, A. , and Quaglia, C. , 2014, “ Accordion Shelters: A Historical Review of Origami-Like Deployable Shelters Developed by the U.S. Military,” Eng. Struct., 59, pp. 686–692. [CrossRef]
De Temmerman, N. , Mollaert, M. , Van Mele, T. , and De Laet, L. , 2007, “ Design and Analysis of a Foldable Mobile Shelter System,” Int. J. Space Struct., 22(3), pp. 161–168. [CrossRef]
De Temmerman, N. , Roovers, K. , Mira, L. A. , Vergauwen, A. , Koumar, A. , Brancart, S. , De Laet, L. , and Mollaert, M. , 2014, “ Lightweight Transformable Structures: Materialising the Synergy Between Architectural and Structural Engineering,” Mobile and Rapidly Assembled Structures IV, Vol. 136, WIT Press, UK.
Rihal, S. , 2004, “ Origami Deployable Disaster Relief Shelter,” Structures and Architecture New Concepts, Applications and Challenges, P. J. S. Cruz , ed., CRC Press, Oxford, UK, pp. 1080–1087.
De Focatiis, D. , and Guest, S. , 2002, “ Deployable Membranes Designed From Folding Tree Leaves,” Philos. Trans. R. Soc. London A, 360(1791), pp. 227–238. [CrossRef]
Kobayashi, H. , Daimaruya, M. , and Vincent, J. , 2000, “ Folding/Unfolding Manner of Tree Leaves as a Deployable Structure,” IUTAM-IASS Symposium on Deployable Structures: Theory and Applications, Springer, The Netherlands, pp. 211–220.
Cai, J. , Deng, X. , Xu, Y. , and Feng, J. , 2015, “ Geometry and Motion Analysis of Origami-Based Deployable Shelter Structures,” J. Struct. Eng., 141(10), p. 06015001. [CrossRef]
Khayyat, H. A. , 2015, “ Foldable and Deployable Pyramidal Plated Structures. Part I: Design,” Int. J. Emerging Technol. Adv. Eng., 5(2), pp. 486–494.
Tonon, O. L. , 1991, “ Geometry of the Spatial Folded Form,” Int. J. Space Struct., 6(3), pp. 227–240.
Stavridis, L. , 2010, Structural Systems: Behaviour and Design Volume 2: Spatial Structural Systems, Foundations and Dynamics, ICE Publishing, UK.
Tachi, T. , 2010, “ Geometric Considerations for the Design of Rigid Origami Structures,” International Association for Shell and Spatial Structures (IASS) Symposium 2010, Shanghai, China, Nov. 8–12.
Chudoba, R. , van der Woerd, J. , and Hegger, J. , 2014, “ Numerical Modeling Support for Form-Finding and Manufacturing of Folded-Plate Structures Made of Cementitious Composites Using Origami Principles,” Comput. Model. Concr. Struct., 1, pp. 451–461.
Buri, H. , and Weinand, Y. , 2008, “ Origami Folded Plate Structures, Architecture,” 10th World Conference on Timber Engineering, Miyazaki, Japan.
Weinand, Y. , 2009, “ Innovative Timber Constructions,” Symposium of the International Association for Shell and Spatial Structures, Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures: Proceedings, Editorial de la Universitat Politécnica de Valencia, pp. 666–673.
Trometer, S. , and Krupna, M. , 2006, “ Development and Design of Glass Folded Plate Structures,” J. Int. Assoc. Shell Spatial Struct., 152, pp. 253–260.
Cash, T. N. , Warren, H. S. , and Gattas, J. M. , 2015, “ Analysis of Miura-Type Folded and Morphing Sandwich Beams,” ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, American Society of Mechanical Engineers, pp. 1–9.
Gioia, F. , Dureisseix, D. , Motro, R. , and Maurin, B. , 2012, “ Design and Analysis of a Foldable/Unfoldable Corrugated Architectural Curved Envelop,” ASME J. Mech. Des., 134(3), p. 031003. [CrossRef]
Mitra, A. , 2009, “ The Grammar of Developable Double Corrugations (for Formal Architectural Applications),” Ph.D. thesis, University College London, London, UK.
Gattas, J. , Wu, W. , and You, Z. , 2013, “ Miura-Base Rigid Origami: Parametrisations of First-Level Derivative and Piecewise Geometries,” ASME J. Mech. Des., 135(11), p. 111011. [CrossRef]
Czaplicki, R. M. , 1991, “ Cellular Core Structure Providing Gridlike Bearing Surfaces on Opposing Parallel Planes of the Formed Core,” U.S. Patent No. 5,028,474.
Khaliulin, V. , 2005, “ A Technique for Synthesizing the Structures of Folded Cores of Sandwich Panels,” Russ. Aeronaut. Izvestiia Vyssh. Uchebn. Zavedeniia Aviatsionnaia Tekh., 48(1), pp. 7–12.
Gale, G. W. , 2010, “ Three-Dimensional Support Structure,” U.S. Patent No. 7,762,938.
Heimbs, S. , 2013, “ Foldcore Sandwich Structures and Their Impact Behaviour: An Overview,” Dynamic Failure of Composite and Sandwich Structures, Springer, The Netherlands, pp. 491–544.
Miura, K. , and Tachi, T. , 2010, “ Synthesis of Rigid-Foldable Cylindrical Polyhedral,” Symmetry: Art and Science, International Society for the Interdisciplinary Study of Symmetry, Gmuend, Austria.
Schenk, M. , and Guest, S. D. , 2013, “ Geometry of Miura-Folded Metamaterials,” Proc. Natl. Acad. Sci., 110(9), pp. 3276–3281. [CrossRef]
Gattas, J. , and You, Z. , 2015, “ Geometric Assembly of Rigid-Foldable Morphing Sandwich Structures,” Eng. Struct., 94, pp. 149–159. [CrossRef]
Gattas, J. , 2013, “ Rigid Origami Toolbox,” http://joegattas.com/rigid-origami-toolbox/
Camping Warehouse, 2015, “ Great Bear GB-3290 2 Man Dome Tent,” Last accessed Nov. 19, 2015, http://www.camping-warehouse.com.au/tents/hiking-tents/great-bear-gb-3290-2-man-dome-tent.html
Chen, Y. , Peng, R. , and You, Z. , 2015, “ Origami of Thick Panels,” Science, 349(6246), pp. 396–400. [CrossRef] [PubMed]

Figures

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Fig. 1

Parametric definition of accordion shelter: (a) crease pattern and (b) folded surface

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Fig. 2

From top to bottom: folded accordion-type shelter, roof cross section, and wall cross section. (a) Typical accordion shelter, (b) distributed frame accordion shelter, and (c) diamond wall accordion shelter.

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Fig. 3

Parameterization of distributed frame accordion shelter: (a)–(f) surface to crease pattern translation and (g) and (h) example forms

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Fig. 4

Parameterization of diamond wall accordion shelter: (a)–(c) accordion to diamond wall transition, (d)–(f) elevation views of above, (g) crease pattern, and (h) example form

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Fig. 5

Prototype pieces arranged on 2400 × 1200 Corflute sheet. Left: distributed frame and right: diamond wall.

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Fig. 6

Left: distributed frame prototype and right: simulated frame deployment

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Fig. 7

Left: diamond wall prototype and right: simulated frame deployment

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Fig. 8

(a) Normalized values of IL for investigated shelter types. (b) Example wall cross sections for shelter types with D = 800 mm.

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