Abstract

Computer-numerical-control (CNC) fabrication of interlocking plate timber structures is a novel construction method that allows to build structural elements without mechanical fasteners: the load transfer mainly relies on direct contact and friction between the composing panels. In this work, the lateral load capacity of shear walls formed from interlocking CNC cut plywood elements is investigated for the first time by means of experimental testing. The experimental campaign comprises four full-scale 5.4×3.1  m wall specimens with and without window openings, and component tests on shear connectors and pegged connections that resist uplift at the base of the wall. A simplified analytical model is proposed and calibrated to capture the response of the wall specimens. Satisfactory agreement with the experimental results in terms of vertical and horizontal displacements can be found, but it is clear that the component tests on the holding-down pegs capture only part of the flexibility of the connection of the wall to the base, and a parameter calibrated based on the full-scale wall tests is required to represent the measured behavior. The failure load can be predicted with reasonable accuracy where failure is initiated by the hold-down connectors.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All Skylark 3D models, CNC cutting-related files, and assembly instructions are available in a repository online at https://www.wikihouse.cc/research under a Common Share-alike license.

Acknowledgments

The authors would like to thank Paul Rutherford from Threecreate for manufacturing and assembling the timber specimens. The help of technicians Mark Partington, Jim Hutcheson, and Calum Melrose during the testing of the connections at the structural lab in Edinburgh University is greatly appreciated. Furthermore, the authors would like to thank Dave Brook from BRE for his great contribution in testing the full-scale walls. This research was funded, in whole or in part, by Innovate UK Project 77084 and EPSRC IAA PIV072 (University of Edinburgh).

References

Arif, M., J. Goulding, and F. P. Rahimian. 2012. “Promoting off-site construction: Future challenges and opportunities.” J. Archit. Eng. 18 (2): 75–78. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000081.
Bechert, S., A. Groenewolt, O. D. Krieg, A. Menges, and J. Knippers. 2018. “Structural performance of construction systems for segmented timber shell structures.” In Vol. 2018 of Proc., of IASS Annual Symposia, 1–9. Boston: International Association for Shell and Spatial Structures.
Beorkrem, C. 2017. Material strategies in digital fabrication. New York: Routledge.
Boothroyd, G. 1987. “Design for assembly—The key to design for manufacture.” Int. J. Adv. Manuf. Technol. 2 (3): 3–11. https://doi.org/10.1007/BF02601481.
Boyd, N., M. M. Khalfan, and T. Maqsood. 2013. “Off-site construction of apartment buildings.” J. Archit. Eng. 19 (1): 51–57. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000091.
CEN (European Committee for Standardization). 1991. Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics. BS EN26891:1991. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2004. Design of timber structures—Part 1-1: General rules and rules for buildings. Eurocode 5. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2009. Timber structures—Test methods—Load bearing nails, screws, dowels and bolts. BS EN 1380:2009. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011. Timber structures—Test methods—Racking strength and stiffness of timber frame wall panels. EN 594:2011. Brussels, Belgium: CEN.
Dorn, M., K. de Borst, and J. Eberhardsteiner. 2013. “Experiments on dowel-type timber connections.” Eng. Struct. 47 (Feb): 67–80. https://doi.org/10.1016/j.engstruct.2012.09.010.
Duncheva, T., and F. F. Bradley. 2019. “Multifaceted productivity comparison of off-site timber manufacturing strategies in mainland Europe and the United Kingdom.” J. Constr. Eng. Manage. 145 (8): 04019043. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001641.
Gamerro, J., J. F. Bocquet, and Y. Weinand. 2020. “Experimental investigations on the load-carrying capacity of digitally produced wood-wood connections.” Eng. Struct. 213 (Jun): 110576. https://doi.org/10.1016/j.engstruct.2020.110576.
Gattas, J., and Z. You. 2016. “Design and digital fabrication of folded sandwich structures.” Autom. Constr. 63 (Mar): 79–87. https://doi.org/10.1016/j.autcon.2015.12.002.
Granello, G., T. Reynolds, and C. Prest. 2022. “Structural performance of composite WikiHouse beams from CNC-cut timber panels.” Eng. Struct. 252 (Feb): 113639. https://doi.org/10.1016/j.engstruct.2021.113639.
Hairstans, R., and R. E. Smith. 2018. “Offsite HUB (Scotland): Establishing a collaborative regional framework for knowledge exchange in the UK.” Archit. Eng. Des. Manage. 14 (1–2): 60–77. https://doi.org/10.1080/17452007.2017.1314858.
Hosseini, M. R., I. Martek, E. K. Zavadskas, A. A. Aibinu, M. Arashpour, and N. Chileshe. 2018. “Critical evaluation of off-site construction research: A scientometric analysis.” Autom. Constr. 87 (Mar): 235–247. https://doi.org/10.1016/j.autcon.2017.12.002.
Li, J.-M., and J. Knippers. 2015. “Segmental timber plate shell for the Landesgartenschau Exhibition Hall in Schwäbisch Gmünd—The application of finger joints in plate structures.” Int. J. Space Struct. 30 (2): 123–139. https://doi.org/10.1260/0266-3511.30.2.123.
Magna, R. L., M. Gabler, S. Reichert, T. Schwinn, F. Waimer, A. Menges, and J. Knippers. 2013. “From nature to fabrication: Biomimetic design principles for the production of complex spatial structures.” Int. J. Space Struct. 28 (1): 27–39. https://doi.org/10.1260/0266-3511.28.1.27.
Mayo, J. 2015. Solid wood: Case studies in mass timber architecture, technology and design. New York: Routledge.
Morrell, I., R. Soti, B. Miyamoto, and A. Sinha. 2020. “Experimental investigation of base conditions affecting seismic performance of mass plywood panel shear walls.” J. Struct. Eng. 146 (8): 04020149. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002674.
Nguyen, A. C., P. Vestartas, and Y. Weinand. 2019. “Design framework for the structural analysis of free-form timber plate structures using wood-wood connections.” Autom. Constr. 107 (Nov): 102948. https://doi.org/10.1016/j.autcon.2019.102948.
Nguyen, A. C., and Y. Weinand. 2018. “Development of a spring model for the structural analysis of a double-layered timber plate structure with through-tenon joints.” In Proc., World Conf. of Timber Engineering 2018. Quebec City: World Conference of Timber Engineering.
Open Systems Lab. 2022. “Skylark v0.1.1.” WikiHouse Project. Accessed February 1, 2023. https://github.com/wikihouseproject/Skylark.
Pan, W., A. G. Gibb, and A. R. Dainty. 2008. “Leading UK housebuilders’ utilization of offsite construction methods.” Build. Res. Inf. 36 (1): 56–67. https://doi.org/10.1080/09613210701204013.
Pan, W., and R. Sidwell. 2011. “Demystifying the cost barriers to offsite construction in the UK.” Construct. Manage. Econ. 29 (11): 1081–1099. https://doi.org/10.1080/01446193.2011.637938.
Parvin, A. 2013. “Architecture (and the other 99%): Open-source architecture and design commons.” Archit. Des. 83 (6): 90–95. https://doi.org/10.1002/ad.1680.
Rad, A. R., Y. Weinand, and H. Burton. 2019. “Experimental push-out investigation on the in-plane force-deformation behavior of integrally-attached timber through-tenon joints.” Constr. Build. Mater. 215 (Aug): 925–940. https://doi.org/10.1016/j.conbuildmat.2019.04.156.
Reynolds, T., R. Harris, and W.-S. Chang. 2013. “Viscoelastic embedment behaviour of dowels and screws in timber under in-service vibration.” Eur. J. Wood Wood Prod. 71 (5): 623–634. https://doi.org/10.1007/s00107-013-0720-5.
Robeller, C. 2015. Integral mechanical attachment for timber folded plate structures. Lausanne, Switzerland: Ecole Polytechnique Fédérale de Lausanne.
Robeller, C., J. Gamerro, and Y. Weinand. 2017. “Théâtre Vidy Lausanne—A double-layered timber folded plate structure.” J. Int. Assoc. Shell Spatial Struct. 58 (4): 295–314. https://doi.org/10.20898/j.iass.2017.194.864.
Robeller, C., and N. Von Haaren. 2020. “Recycleshell: Wood-only shell structures made from cross-laminated timber (CLT) production waste.” J. Int. Assoc. Shell Spatial Struct. 61 (2): 125–139. https://doi.org/10.20898/j.iass.2020.204.045.
Sass, L. 2007. “Synthesis of design production with integrated digital fabrication.” Autom. Constr. 16 (3): 298–310. https://doi.org/10.1016/j.autcon.2006.06.002.
Sass, L., and M. Botha. 2006. “The instant house: A model of design production with digital fabrication.” Int. J. Archit. Comput. 4 (4): 109–123. https://doi.org/10.1260/147807706779399015.
Stitic, A., A. C. Nguyen, A. Rezaei Rad, and Y. Weinand. 2019. “Numerical simulation of the semi-rigid behaviour of integrally attached timber folded surface structures.” Buildings 9 (2): 55. https://doi.org/10.3390/buildings9020055.
Willmann, J., M. Knauss, T. Bonwetsch, A. A. Apolinarska, F. Gramazio, and M. Kohler. 2016. “Robotic timber construction—Expanding additive fabrication to new dimensions.” Autom. Constr. 61 (Jan): 16–23. https://doi.org/10.1016/j.autcon.2015.09.011.
Yasumura, M., T. Kamada, Y. Imura, M. Uesugi, and L. Daudeville. 2006. “Pseudodynamic tests and earthquake response analysis of timber structures II: Two-level conventional wooden structures with plywood sheathed shear walls.” J. Wood Sci. 52 (1): 69–74. https://doi.org/10.1007/s10086-005-0729-4.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 10October 2023

History

Received: Dec 15, 2022
Accepted: Apr 14, 2023
Published online: Aug 11, 2023
Published in print: Oct 1, 2023
Discussion open until: Jan 11, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Engineering Lead, Open Systems Lab, Raleigh House 14c Compass Point Business Park, Stocks Bridge Way, St Ives, Cambs PE27 5JL, UK; formerly, Research Associate, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, William Rankine Bldg., The King’s Buildings, Thomas Bayes Rd., Edinburgh EH9 3FG, UK (corresponding author). ORCID: https://orcid.org/0000-0001-5505-6210. Email: [email protected]
Chancellor’s Fellow, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, William Rankine Buildings, The King’s Buildings, Thomas Bayes Rd., Edinburgh EH9 3FG, UK. ORCID: https://orcid.org/0000-0002-6754-9183. Email: [email protected]
Senior Consultant, Building Research Establishment, Bucknalls Ln, Bricket Wood, Watford WD25 9NH, UK; formerly, Research Associate, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, William Rankine Bldg., The King’s Buildings, Thomas Bayes Rd., Edinburgh EH9 3FG, UK. ORCID: https://orcid.org/0000-0002-4021-7824. Email: [email protected]
Clayton Prest [email protected]
Research and Development Lead, Open Systems Lab, Raleigh House 14c Compass Point Business Park, Stocks Bridge Way, St Ives, Cambs PE27 5JL, UK. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share