Abstract

Rotation welding is a novel technique to produce structurally efficient wood joints without any synthetic adhesives, in which wooden dowels are inserted into timber members by high-speed rotation to form the bonding interface layer. This assembly technique is usually used for furniture, but the relatively short inserted dowel length restricts its structural applications due to the lack of molten materials from dowels and the fracture of dowels. Densified wood can be more suitably used as wooden dowel materials, which can provide more molten materials and higher mechanical properties. This study presents the experimental results on densified wood dowels welded in glulam substrate. The effect of the main parameters on the pullout resistance was analyzed, such as the ratio of the diameter of the wooden dowel to the diameter of the predrilled hole in the substrate, the depth of the predrilled hole, the insertion direction, and dowel materials. The welded joints made with densified wood dowels show higher pullout resistance than those with natural wood dowels reported in the literature. The diameter ratio of the dowel to the hole (12/9) can be optimized to yield better pullout resistance, and a longer inserted dowel length can be realized without a fracture of the dowels. The main difference with respect to the insertion direction is the optimum depth of the hole.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The list of items includes the pullout resistance.

Acknowledgments

The authors gratefully acknowledge the support of the National Natural Science Foundation of China through Grant No. 51878114.

References

Anshari, B., Z. W. Guan, A. Kitamori, K. Jung, and K. Komatsu. 2012. “Structural behaviour of glued laminated timber beams pre-stressed by compressed wood.” Constr. Build. Mater. 29 (Apr): 24–32. https://doi.org/10.1016/j.conbuildmat.2011.10.002.
Auchet, S., C. Segovia, H. R. Mansouri, P.-J. Meausoone, A. Pizzi, and P. Omrani. 2010. “Accelerating vs constant rate of insertion in wood dowel welding.” J. Adhes. Sci. Technol. 24 (7): 1319–1328. https://doi.org/10.1163/016942409X12598231568384.
Belleville, B., G. Koumba-Yoya, and T. Stevanovic. 2019. “Effect of wood welding process on chemical constituents of Australian eucalyptus.” J. Wood Chem. Technol. 39 (1): 43–56. https://doi.org/10.1080/02773813.2018.1494745.
Belleville, B., T. Stevanovic, A. Cloutier, A. Pizzi, M. Prado, S. Erakovic, P. N. Diouf, and M. Royer. 2013a. “An investigation of thermochemical changes in Canadian hardwood species during wood welding.” Eur. J. Wood Prod. 71 (2): 245–257. https://doi.org/10.1007/s00107-013-0671-x.
Belleville, B., T. Stevanovic, A. Pizzi, A. Cloutier, and P. Blanchet. 2013b. “Determination of optimal wood-dowel welding parameters for two North American hardwood species.” J. Adhes. Sci. Technol. 27 (5–6): 566–576. https://doi.org/10.1080/01694243.2012.687596.
Bocquet, J.-F., A. Pizzi, A. Despres, H. R. Mansouri, L. Resch, D. Michel, and F. Letort. 2007a. “Wood joints and laminated wood beams assembled by mechanically-welded wood dowels.” J. Adhes. Sci. Technol. 21 (3–4): 301–317. https://doi.org/10.1163/156856107780684585.
Bocquet, J.-F., A. Pizzi, and L. Resch. 2007b. “Full-scale industrial wood floor assembly and structures by welded-through dowels.” Holz Roh Werkst. 65 (2): 149–155. https://doi.org/10.1007/s00107-006-0170-4.
Bulleit, W. M., L. B. Sandberg, M. W. Drewek, and T. L. O’Bryant. 1999. “Behavior and modeling of wood-pegged timber frames.” J. Struct. Eng. 125 (1): 3–9. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:1(3).
DIN (Deutsches Institut für Normung). 2008. Design of timber structures-General rules and rules for buildings. DIN 1052. Berlin, German: DIN.
Ganne-Chédeville, C., A. Pizzi, A. Thomas, J.-M. Leban, J.-F. Bocquet, A. Despres, and H. Mansouri. 2005. “Parameter interactions in two-block welding and the wood nail concept in wood dowel welding.” J. Adhes. Sci. Technol. 19 (13–14): 1157–1174. https://doi.org/10.1163/156856105774429037.
Jensen, J. L., A. Koizumi, T. Sasaki, Y. Tamura, and Y. Iijima. 2001. “Axially loaded glued-in hardwood dowels.” Wood Sci. Technol. 35 (1–2): 73–83. https://doi.org/10.1007/s002260000076.
Jung, K., A. Kitamori, and K. Komatsu. 2008. “Evaluation on structural performance of compressed wood as shear dowel.” Holzforschung 62 (4): 461–467. https://doi.org/10.1515/HF.2008.073.
Jung, K., S. Murakami, A. Kitamori, W.-S. Chang, and K. Komatsu. 2010. “Improvement of glued-in-rod joint system using compressed wooden dowel.” Holzforschung 64 (6): 799–804. https://doi.org/10.1515/hf.2010.117.
Kanazawa, F., A. Pizzi, M. Properzi, L. Delmotte, and F. Pichelin. 2005. “Parameters influencing wood-dowel welding by high-speed rotation.” J. Adhes. Sci. Technol. 19 (12): 1025–1038. https://doi.org/10.1163/156856105774382444.
Kaufmann, M., J. Kolbe, and T. Vallée. 2018. “Hardwood rods glued into softwood using environmentally sustainable adhesives.” J. Adhes. Sci. Technol. 94 (11): 991–1016. https://doi.org/10.1080/00218464.2017.1385459.
Leban, J.-M., H. R. Mansouri, P. Omrani, and A. Pizzi. 2008. “Dependence of dowel welding on rotation rate.” Holz Roh Werkst. 66 (3): 241–242. https://doi.org/10.1007/s00107-008-0228-6.
O’Loinsigh, C., M. Oudjene, H. Ait-Aider, P. Fanning, A. Pizzi, E. Shotton, and E.-M. Meghlat. 2012. “Experimental study of timber-to-timber composite beam using welded-through wood dowels.” Constr. Build. Mater. 36 (Nov): 245–250. https://doi.org/10.1016/j.conbuildmat.2012.04.118.
Omrani, P., A. Pizzi, H. R. Mansouri, J.-M. Leban, and L. Delmotte. 2009. “Physico-chemical causes of the extent of water resistance of linearly welded wood joints.” J. Adhes. Sci. Technol. 23 (6): 827–837. https://doi.org/10.1163/156856108X396345.
Pizzi, A., A. Despres, H. R. Mansouri, J.-M. Leban, and S. Rigolet. 2006. “Wood joints by through-dowel rotation welding: Microstructure, 13C-NMR and water resistance.” J. Adhes. Sci. Technol. 20 (5): 427–436. https://doi.org/10.1163/156856106777144327.
Pizzi, A., J.-M. Leban, F. Kanazawa, M. Properzi, and F. Pichelin. 2004. “Wood dowel bonding by high-speed rotation welding.” J. Adhes. Sci. Technol. 18 (11): 1263–1278. https://doi.org/10.1163/1568561041588192.
Pizzi, A., X. Zhou, P. Navarrete, C. Segovia, H. R. Mansouri, M. I. Placentia Pena, and F. Pichelin. 2013. “Enhancing water resistance of welded dowel wood joints by acetylated lignin.” J. Adhes. Sci. Technol. 27 (3): 252–262. https://doi.org/10.1080/01694243.2012.705512.
Riggio, M., J. Sandak, and A. Sandak. 2016. “Densified wooden nails for new timber assemblies and restoration works: A pilot research.” Constr. Build. Mater. 102 (Jan): 1084–1092. https://doi.org/10.1016/j.conbuildmat.2015.06.045.
Rodriguez, G., P. Diouf, P. Blanchet, and T. Stevanovic. 2010. “Wood-dowel bonding by high-speed rotation welding-application to two Canadian hardwood species.” J. Adhes. Sci. Technol. 24 (8–10): 1423–1436. https://doi.org/10.1163/016942410X501025.
Sandberg, D., P. Haller, and P. Navi. 2013. “Thermo-hydro and thermo-hydro-mechanical wood processing: An opportunity for future environmentally friendly wood products.” Wood Mater. Sci. Eng. 8 (1): 64–88. https://doi.org/10.1080/17480272.2012.751935.
Song, J., C. Chen, S. Zhu, M. Zhu, J. Dai, U. Ray, Y. Li, Y. Kuang, Y. Li, and N. Quispe. 2018. “Processing bulk natural wood into a high-performance structural material.” Nature 554 (7691): 224–228. https://doi.org/10.1038/nature25476.
Xu, B.-H., K. Liu, and A. Bouchaïr. 2020. “Mechanical properties and set recovery of compressed poplar with glycerin pretreatment.” Wood Res. 65 (2): 293–302. https://doi.org/10.37763/wr.1336-4561/65.2.293302.
Zhu, X., S. Yi, Y. Gao, J. Zhang, C. Ni, and X. Luo. 2017. “Influence of welded depth and CuCl2 pretreated dowels on wood dowel welding.” J. Wood Sci. 63 (5): 445–454. https://doi.org/10.1007/s10086-017-1644-1.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 8August 2022

History

Received: Aug 15, 2021
Accepted: Dec 22, 2021
Published online: May 25, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 25, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Ocean Engineering Joint Research Center of Dalian Univ. of Technology–Univ. of Western Australia, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China (corresponding author). ORCID: https://orcid.org/0000-0002-9450-8424. Email: [email protected]
Master, State Key Laboratory of Coastal and Offshore Engineering, Ocean Engineering Joint Research Center of Dalian Univ. of Technology–Univ. of Western Australia, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China. Email: [email protected]
Yan-Hua Zhao [email protected]
Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Ocean Engineering Joint Research Center of Dalian Univ. of Technology–Univ. of Western Australia, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China. Email: [email protected]
Professor, Clermont Auvergne Institut National Polytechnique, Centre National de la Recherche Scientifique, Institut Pascal, Université Clermont Auvergne, Clermont-Ferrand F-63000, France. ORCID: https://orcid.org/0000-0003-2179-421X. 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.

Cited by

  • Adhesive-and Metal-Free Assembly Techniques for Prefabricated Multi-Layer Engineered Wood Products: A Review on Wooden Connectors, Forests, 10.3390/f14020311, 14, 2, (311), (2023).

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