Experimental and analytical evaluation of shear capacity of reclaimed timber connections with thermo-mechanically densified wooden dowels
Open accessAbstract
The reuse of reclaimed timber in structural applications is increasingly recognized as a strategy to extend material life cycles and reduce waste. Particular attention has recently turned to reusing reclaimed timber in adhesive-free laminated products with wooden dowels, where connection performance is critical. The aim of this study was to investigate the mechanical performance of double-shear connections assembled from reclaimed spruce timber using thermo-mechanically densified wooden dowels. The dowels were first evaluated in bending and embedment tests on lamellae made from both reclaimed and virgin spruce timber. The shear capacity of the connections was then evaluated in three layups: two homogeneous (all-reclaimed lamellae and all-virgin spruce lamellae) and one hybrid (reclaimed side lamellae with a central virgin spruce lamella). Analytical predictions were performed based on the draft of the new Eurocode 5, however, with two alternative definitions of dowel bending resistance (ultimate moment M u and yield moment M y ), and three alternative definitions of embedment strength ( f h 0.05 d calculated using the 0.05 d offset method, f h F max calculated from F max , and f h 0.8 F max calculated from 0.8 F max ). The three lamellae layups exhibited relatively similar mean capacities (7.3–8.3 kN). The all-reclaimed connections were on average 13 % stronger than the other assemblies, but this was not statistically significant. Among the model input variants, M u with f h…
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In the absence of codified routes, reused timber faces significant barriers to circulation in mainstream markets, regardless of its demonstrated performance.
“In the absence of such routes, reused timber faces significant barriers to circulation in mainstream markets, regardless of its demonstrated performance (Derikvand and Khoshroodi 2025).”
From Reusing timber for a circular, low-carbon future: Challenges and the path forward (2026) · cites this paper as Derikvand and Khoshroodi 2025
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- Authors
- Derikvand, M., & Khoshroodi, D. B.
- Affiliations
- University of Primorska (SI)
- Corresponding author
- Derikvand, Mohammad
- Venue
- Construction and Building Materials
- Publisher
- Elsevier BV
- Published
- 2025-12
- Volume
- 504
- Pages
- 144613
- ISSN
- 0950-0618 (ISSN-L)
- OpenAlex
- W4416683801
- Cited by
- 5
- References
- 20
- Citations by year
- 2026: 5
- FWCI
- 2.09
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Licence
- Locations
- Construction and Building Materials (publishedVersion, cc-by)
- Repository of the University of Primorsk (University of Primorska) (publishedVersion, cc-by)
- Funders
- The Slovenian Research and Innovation Agency
- European Commission (101180622)
- Topics
- Physical Sciences › Engineering › Building and Construction › Wood Treatment and Properties
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Life Sciences › Agricultural and Biological Sciences › Plant Science › Bamboo properties and applications
- Keywords
- reclaimed timber, wooden dowels, double shear connections, shear capacity, spruce wood, embedment strength, Eurocode 5, empirical design methods, wood reuse
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