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Experimental investigations on adhesive free laminated oak timber beams and timber-to-timber joints assembled using thermo-mechanically compressed wood dowels
Highlights Adhesive free engineered wood products have been manufactured. Multi-layer timber beams assembled using compressed wood dowels have been tested. Push-out shear timber joints using compressed wood dowels have been tested under monotonic and cyclic loadings. Strength and stiffness characteristics of multi-layer beams have been experimentally assessed. Strength, stiffness and ductility characteristics as well as the cumulative energy dissipation capacity have been assessed.
Abstract This paper presents an experimental investigation on a novel adhesive free engineered Wood Products (AFEWPs) as an alternative to the conventional glued EWPs which have a high degree of petrochemicals. The research outcomes demonstrate the feasibility of using compressed wood dowels (CWD) as a joint element, to connect timber laminates and members as well as to substitute for adhesives and metallic fasteners. The paper describes the production of thermo-mechanically compressed wood dowels as well as the manufacturing of the dowelled timber specimens. The strength and stiffness properties of CWD are characterized based on three-point bending tests and compared to the values obtained from uncompressed wood specimens. After that, the paper discusses the relative mechanical performances of three-layer dowelled oak beams subjected to four-point bending, in comparison to their conventional glued counterparts. Finally, the paper shows results obtained from double shear push-out tests under both monotonic and cyclic loadings, using two wood species, namely spruce and oak. The obtained results show clearly the potential of thermo-mechanically compressed wood dowel, as a joint fastener, for load bearing capacity.
Experimental investigations on adhesive free laminated oak timber beams and timber-to-timber joints assembled using thermo-mechanically compressed wood dowels
Highlights Adhesive free engineered wood products have been manufactured. Multi-layer timber beams assembled using compressed wood dowels have been tested. Push-out shear timber joints using compressed wood dowels have been tested under monotonic and cyclic loadings. Strength and stiffness characteristics of multi-layer beams have been experimentally assessed. Strength, stiffness and ductility characteristics as well as the cumulative energy dissipation capacity have been assessed.
Abstract This paper presents an experimental investigation on a novel adhesive free engineered Wood Products (AFEWPs) as an alternative to the conventional glued EWPs which have a high degree of petrochemicals. The research outcomes demonstrate the feasibility of using compressed wood dowels (CWD) as a joint element, to connect timber laminates and members as well as to substitute for adhesives and metallic fasteners. The paper describes the production of thermo-mechanically compressed wood dowels as well as the manufacturing of the dowelled timber specimens. The strength and stiffness properties of CWD are characterized based on three-point bending tests and compared to the values obtained from uncompressed wood specimens. After that, the paper discusses the relative mechanical performances of three-layer dowelled oak beams subjected to four-point bending, in comparison to their conventional glued counterparts. Finally, the paper shows results obtained from double shear push-out tests under both monotonic and cyclic loadings, using two wood species, namely spruce and oak. The obtained results show clearly the potential of thermo-mechanically compressed wood dowel, as a joint fastener, for load bearing capacity.
Experimental investigations on adhesive free laminated oak timber beams and timber-to-timber joints assembled using thermo-mechanically compressed wood dowels
El-Houjeyri, I. (Autor:in) / Thi, V-D. (Autor:in) / Oudjene, M. (Autor:in) / Khelifa, M. (Autor:in) / Rogaume, Y. (Autor:in) / Sotayo, A. (Autor:in) / Guan, Z. (Autor:in)
Construction and Building Materials ; 222 ; 288-299
27.05.2019
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Experimental study of timber-to-timber composite beam using welded-through wood dowels
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