Experimental tests assess mechanical performance of screws in timber composites, highlighting benefits of hybrid species.
This paper presents the experimental results of mechanical test on fully threaded inclined screws when combined with different types of hardwood. Push-out specimens with symmetrical configuration were realized using glulam beams and boards made of three different species of Italian hardwood such beech, chestnut and beech-silver fir which constituted respectively the central and side members of the samples. Short term tested under quasi-static monotonic loading were carried out according to EN 26891. The main aim was to define the fasteners’ stiffness, strength, static ductility and failure modes and so, to assess their goodness for the timber-to-timber composite (TTC) floor use. Outcomes are presented and discussed. Screws in hybrid beech-silver fir demonstrated significantly higher ultimate load, stiffness, and yield force than those in homogeneous beech and chestnut.
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Sciomenta et al. (2026) studied this question.
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