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Naslov:Size effect on bending strength and failure modes of finger-jointed timber
Avtorji:ID Derikvand, Mohammad (Avtor)
ID Burnard, Michael David (Avtor)
ID Bazyar Khoshroodi, Donya (Avtor)
ID Barbič, Rok (Avtor)
ID Vouk, Marko (Avtor)
ID Kutnar, Andreja (Avtor)
Datoteke:.pdf RAZ_Derikvand_Mohammad_2025.pdf (4,20 MB)
MD5: 0312FAC6805DDEEB6C66C898CC035691
 
URL https://www.sciencedirect.com/science/article/pii/S2590123025042549?via%3Dihub
 
Jezik:Angleški jezik
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:IAM - Inštitut Andrej Marušič
FAMNIT - Fakulteta za matematiko, naravoslovje in informacijske tehnologije
Opis:Finger-jointed timber boards for cross-laminated timber production are typically assigned the same characteristic bending strength (fm,j,k) if produced from the same strength class, regardless of differences in their cross-sectional dimensions. To validate the relevance of this approach, this study investigated the effects of cross-sectional dimensions on the bending performance of finger-jointed timber produced from spruce (strength class: C24). A large industrial dataset of 1100 specimens, with seven thicknesses (ranging 20 to 40 mm) and variable widths, were statistically analyzed. The bending tests were performed with a constant span-to-depth ratio (l/h = 18), meaning thinner specimens had a shorter test span. Bending strength was modeled with Bayesian multilevel linear model, and the proportions of three quality-control failure modes (joint interface failure, joint base failure, and outside-joint failure) were analyzed with a zero-one-inflated Dirichlet regression. Based on the results, all groups with n ≥ 100 exceeded the declared fm,j,k of 27.6 MPa, with characteristic strengths of 43.7 MPa (+58.3 %), 40.0 MPa (+45.0 %), and 38.3 MPa (+38.8 %) for the 20-, 30-, and 40-mm thickness groups, respectively. Thinner specimens demonstrated higher bending strength with convincing evidence (pairwise contrasts PD = 100 % with 95 % HDPIs entirely below zero), while width had no credible effect (PD < 95 %). Dirichlet regression revealed shifts in failure mode proportions with varying strength. Higher bending strengths were associated with a higher proportion of joint interface failure. Outside‑joint failure was observed with a higher proportion in lower-strength and thicker specimens. Overall, assigning uniform fm,j,k to various cross-sectional dimensions proved to give adequate safety margins. Beyond the uniform fm,j,k, however, statistical evidence of a size effect on both bending strength and failure modes was observed. The magnitude of the observed size effect reflects the combined influence of increasing thickness and test span under the current quality control bending test regime, which means a coupled change in stressed volume and geometry rather than a pure cross-section scaling effect. These findings are relevant to flatwise four-point bending tests on finger-jointed boards from industrial production made with visually graded C24 spruce with thickness ranging 20 to 40 mm.
Ključne besede:wood, finger joint, strength
Verzija publikacije:Objavljena publikacija
Datum objave:13.11.2025
Leto izida:2025
Št. strani:str. 1-12
Številčenje:Vol. 28, [article no.] ǂ108208
PID:20.500.12556/RUP-22120 Povezava se odpre v novem oknu
UDK:694
ISSN pri članku:2590-1230
DOI:10.1016/j.rineng.2025.108208 Povezava se odpre v novem oknu
COBISS.SI-ID:257590275 Povezava se odpre v novem oknu
Datum objave v RUP:18.11.2025
Število ogledov:317
Število prenosov:5
Metapodatki:XML DC-XML DC-RDF
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Vaša ocena:Ocenjevanje je dovoljeno samo prijavljenim uporabnikom.
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Gradivo je del revije

Naslov:Results in engineering
Založnik:Elsevier
ISSN:2590-1230
COBISS.SI-ID:529862681 Povezava se odpre v novem oknu

Gradivo je financirano iz projekta

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:J4-50132-2023
Naslov:Inovativni lesni proizvodi iz termo-hidro-mehansko zgoščenega lesa z izboljšanimi fizikalnimi, mehanskimi in požarnimi lastnostmi (WoDeFi)

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:N2-0386-2025
Naslov:Dizajn, ki ga navdihuje narava za dobro počutje ljudi

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:P4-0459-2025
Naslov:Obnovljivi materiali za zdrava grajena okolja

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:I0-0035-2022
Naslov:Infrastrukturna skupina Univerze na Primorskem

Financer:EC - European Commission
Številka projekta:101180622
Naslov:Lifecycle extension of salvaged wooden materials through reuse in dowel-laminated timber
Akronim:EcoDLT

Licence

Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:les, zobati spoj, trdnost


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