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[1] Moon, F.C., Franz Reuleaux: Contributions to 19th C. Kinematics and Theory of Machines, Cornell Library Technical Reports and Papers: Ithaca, 2002.
[2] Escrig, F., Emilio perez pinero: inventor of deployability. Structures and Architecture: Concepts, Application and Challenges, Proceedings of Second International Confer-ence on Structures & Architecture, ICSA2013, ed. P.J.S. Cruz, Guimaraes, pp. 42–57, 2013. [Crossref]
[3] Elkhayat, Y.O., Interactive movement in kinetic architecture. Engineering Sciences, 42(3), pp. 816–845, 2014.
[4] Maziar, A., Transformable and Kinetic Architectural Structures: Design, Evaluation and Application to Intelligent Architecture, VDM Verlag: Saarbrucken, 2010.
[5] Schnädelbach, H., Adaptive architecture – a conceptual framework. Proceedings of Media City, Weimar, pp. 523–555, 2010.
[6] Kronenburg, R. (ed), Transportable Environments: International Conference on Por-table Architecture, E&FN Spon: London, 1997.
[7] Gantes, C.J., Deployable Structures: Analysis and Design, WIT Press: Boston, 2001.
[8] Khoo, C.K., Salim, F. & Burry, J., Designing architectural morphing skins with elastic modular systems. Architectural Computing, 9(4), pp. 379–419, 2011. [Crossref]
[9] Hensel, M., Achim, M. & Weinstock, M., Emergent Technologies and Design: Towards a Biological Paradigm for Architecture, Routledge: Oxford, 2013.
[10] Phocas, M.C., Kontovourkis, O. & Alexandrou, K., Design of a controlled cable bending-active structure. Proceedings of International Conference on Adaptation and Movement in Architecture, ICAMA 2013, eds. C. Ripley & M. Asefi, Ryerson Univer-sity: Toronto, pp. 237–249, 2013.
[11] Phocas, M.C., Kontovourkis, O. & Alexandrou, K., The structural design and construc-tion of a cable bending-active structure. Mobile and Rapidly Assembled Structures IV, eds. N. Temmerman & C.A. Brebbia, WIT Press: Southampton, 136, pp. 59–70, 2014.
[12] Lienhard, J., Bending-Active Structures: Form-Finding Strategies using Elastic De-formation in Static and Kinetic Systems and the Structural Potentials Therein. Ph.D. Thesis, University of Stuttgart: Stuttgart, 2014.
[13] Liddell, I., Frei otto and the development of gridshells. Case Studies in Structural En-gineering, 4, pp. 39–49, 2015.
[14] Veenendaal, D. & Block, P., An overview and comparison of structural form-finding methods for general networks. Solids and Structures, 49(26), pp. 3741–3753, 2012.
[15] Richard, H., Dickson, M. & Kelly, O., The use of timber gridshells for long span structures. 8th International Conference on Timber Engineering, WCTE 2004, pp. 1001–1006, 2004.
[16] Happold, E. & Liddell, W.I., Timber lattice roof for the mannheim bundesgartenschau. The Structural Engineer, 53(3), pp. 99–135, 1975.
[17] Quinn, G. & Gengnagel, C., A review of elastic gridshells, their erection methods and the potential use of pneumatic formwork. Mobile and Rapidly Assembled Structures IV, eds. N. Temmerman & C.A. Brebbia, WIT Press: Southampton, 136, pp. 129–143, 2014.
[18] SOFISTIK, General Static Analysis of Finite Element Structures. Sofistik Manual, Ver-sion 2014-8, Sofistik AG: Oberschleissheim, 2014.
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Acadlore takes over the publication of IJCMEM from 2025 Vol. 13, No. 3. The preceding volumes were published under a CC BY 4.0 license by the previous owner, and displayed here as agreed between Acadlore and the previous owner. ✯ : This issue/volume is not published by Acadlore.

Open Access
Research article

Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure

O. Kontovourkis,
M. C. Phocas,
K. C. Alexandrou,
S. Frangogiannopoulos
Department of Architecture, University of Cyprus, Cyprus
International Journal of Computational Methods and Experimental Measurements
|
Volume 5, Issue 4, 2017
|
Pages 475-483
Received: N/A,
Revised: N/A,
Accepted: N/A,
Available online: N/A
View Full Article|Download PDF

Abstract:

Reconfigurable structural systems aim at spatial adaptability in respect to changing functional, aesthetic or other architecture-oriented objectives. At the same time, adaptive systems are called to reserve the structure’s load-bearing capacity according to external loading criteria and scenarios. While pantograph structures have proven promising in these critical aspects, bending-active elements discard multiple local hinges and number of members by replacing them with single members of enhanced elastic bending deformability. This soft approach renders the possibility to form complex-, single- or double-curved primary structures from straight or planar members, providing in this respect an alternative frame- work to realize constructions of increased transformability and diversity in forms. The development of hybrid systems composed of bending-active members using secondary cables as means of stability and control, enables adjustability of the systems’ form-found shape and deformation control. In the current paper, a hybrid cable bending active structure is investigated at the level of prototype unit and overall structure. On the horizontal plane, the unit consists of a pair of vertically oriented PTFE lamellas, interconnected at mid-length and deformed in inverse direction to form a curvilinear symmetric shape. Cable and strut elements stabilize the primary elastic members by connecting them at both ends in longitudinal and transverse direction, respectively. The overall structure acquires three arc-like configurations, controlled by the secondary system of cables and struts positioned at the periphery of the primary system’s span. All systems are examined in their form-finding and load-bearing behaviour.

Keywords: adaptive systems, hybrid cable bending-active structures, soft mechanical approach

Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

References
[1] Moon, F.C., Franz Reuleaux: Contributions to 19th C. Kinematics and Theory of Machines, Cornell Library Technical Reports and Papers: Ithaca, 2002.
[2] Escrig, F., Emilio perez pinero: inventor of deployability. Structures and Architecture: Concepts, Application and Challenges, Proceedings of Second International Confer-ence on Structures & Architecture, ICSA2013, ed. P.J.S. Cruz, Guimaraes, pp. 42–57, 2013. [Crossref]
[3] Elkhayat, Y.O., Interactive movement in kinetic architecture. Engineering Sciences, 42(3), pp. 816–845, 2014.
[4] Maziar, A., Transformable and Kinetic Architectural Structures: Design, Evaluation and Application to Intelligent Architecture, VDM Verlag: Saarbrucken, 2010.
[5] Schnädelbach, H., Adaptive architecture – a conceptual framework. Proceedings of Media City, Weimar, pp. 523–555, 2010.
[6] Kronenburg, R. (ed), Transportable Environments: International Conference on Por-table Architecture, E&FN Spon: London, 1997.
[7] Gantes, C.J., Deployable Structures: Analysis and Design, WIT Press: Boston, 2001.
[8] Khoo, C.K., Salim, F. & Burry, J., Designing architectural morphing skins with elastic modular systems. Architectural Computing, 9(4), pp. 379–419, 2011. [Crossref]
[9] Hensel, M., Achim, M. & Weinstock, M., Emergent Technologies and Design: Towards a Biological Paradigm for Architecture, Routledge: Oxford, 2013.
[10] Phocas, M.C., Kontovourkis, O. & Alexandrou, K., Design of a controlled cable bending-active structure. Proceedings of International Conference on Adaptation and Movement in Architecture, ICAMA 2013, eds. C. Ripley & M. Asefi, Ryerson Univer-sity: Toronto, pp. 237–249, 2013.
[11] Phocas, M.C., Kontovourkis, O. & Alexandrou, K., The structural design and construc-tion of a cable bending-active structure. Mobile and Rapidly Assembled Structures IV, eds. N. Temmerman & C.A. Brebbia, WIT Press: Southampton, 136, pp. 59–70, 2014.
[12] Lienhard, J., Bending-Active Structures: Form-Finding Strategies using Elastic De-formation in Static and Kinetic Systems and the Structural Potentials Therein. Ph.D. Thesis, University of Stuttgart: Stuttgart, 2014.
[13] Liddell, I., Frei otto and the development of gridshells. Case Studies in Structural En-gineering, 4, pp. 39–49, 2015.
[14] Veenendaal, D. & Block, P., An overview and comparison of structural form-finding methods for general networks. Solids and Structures, 49(26), pp. 3741–3753, 2012.
[15] Richard, H., Dickson, M. & Kelly, O., The use of timber gridshells for long span structures. 8th International Conference on Timber Engineering, WCTE 2004, pp. 1001–1006, 2004.
[16] Happold, E. & Liddell, W.I., Timber lattice roof for the mannheim bundesgartenschau. The Structural Engineer, 53(3), pp. 99–135, 1975.
[17] Quinn, G. & Gengnagel, C., A review of elastic gridshells, their erection methods and the potential use of pneumatic formwork. Mobile and Rapidly Assembled Structures IV, eds. N. Temmerman & C.A. Brebbia, WIT Press: Southampton, 136, pp. 129–143, 2014.
[18] SOFISTIK, General Static Analysis of Finite Element Structures. Sofistik Manual, Ver-sion 2014-8, Sofistik AG: Oberschleissheim, 2014.

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Kontovourkis, O., Phocas, M. C., Alexandrou, K. C., & Frangogiannopoulos, S. (2017). Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure. Int. J. Comput. Methods Exp. Meas., 5(4), 475-483. https://doi.org/10.2495/CMEM-V5-N4-475-483
O. Kontovourkis, M. C. Phocas, K. C. Alexandrou, and S. Frangogiannopoulos, "Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure," Int. J. Comput. Methods Exp. Meas., vol. 5, no. 4, pp. 475-483, 2017. https://doi.org/10.2495/CMEM-V5-N4-475-483
@research-article{Kontovourkis2017ConfigurationAD,
title={Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure},
author={O. Kontovourkis and M. C. Phocas and K. C. Alexandrou and S. Frangogiannopoulos},
journal={International Journal of Computational Methods and Experimental Measurements},
year={2017},
page={475-483},
doi={https://doi.org/10.2495/CMEM-V5-N4-475-483}
}
O. Kontovourkis, et al. "Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure." International Journal of Computational Methods and Experimental Measurements, v 5, pp 475-483. doi: https://doi.org/10.2495/CMEM-V5-N4-475-483
O. Kontovourkis, M. C. Phocas, K. C. Alexandrou and S. Frangogiannopoulos. "Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure." International Journal of Computational Methods and Experimental Measurements, 5, (2017): 475-483. doi: https://doi.org/10.2495/CMEM-V5-N4-475-483
KONTOVOURKIS O, PHOCAS M C, ALEXANDROU K C, et al. Configuration and Deformation Control of a Hybrid Cable Bending-Active Structure[J]. International Journal of Computational Methods and Experimental Measurements, 2017, 5(4): 475-483. https://doi.org/10.2495/CMEM-V5-N4-475-483