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Naslov:Influence of test methodology on the characterization of the parallel-to-grain timber embedment strength and foundation modulus of dowels
Avtorji:ID D. Aquino, Caroline (Avtor)
ID Leonardo G., Rodrigues (Avtor)
ID Schweigler, Michael (Avtor)
ID Kržan, Meta (Avtor)
ID Li, Zheng (Avtor)
ID Branco, Jorge M. (Avtor)
Datoteke:URL URL - Izvorni URL, za dostop obiščite https://www.tandfonline.com/doi/full/10.1080/17480272.2024.2328088
 
.pdf PDF - Predstavitvena datoteka, prenos (3,96 MB)
MD5: 6FE8B1E360B92142ACCD92F05044900F
 
Jezik:Angleški jezik
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:Logo ZAG - Zavod za gradbeništvo Slovenije
Povzetek:A reliable determination of the embedment strength and foundation modulus of timber elements is critical for the design and safety assessment of joints in timber structures. However, the existence of various test configurations for characterising the embedding properties of large diameter steel fasteners in timber elements poses challenges in directly comparing and utilising available test data. This paper aims to provide an insight into the influence of embedment property test methods, comparing experimental results from different test setups within the guidelines of the EN 383 and ASTM D 5764-97a standards for European softwood species, Scots pine wood (Pinus sylvestris) and Norway spruce (Picea abies). In addition to the test guidelines, the thickness of the specimen and the application of the load was evaluated within the protocols. A comprehensive statistical analysis was performed to identify statistically significant differences between the groups evaluated. The results of the analysis revealed disagreement between the standards in the evaluation of the strength of the embedding, highlighting the potential bias inserted by the experimental setup and protocol. Furthermore, it was proven that the thickness of the specimens influences both the embedding strength and the foundation modulus of the wood species tested. Finally, no distinctions were observed between tensile and compressive loading within the guidelines of the EN 383 standard.
Ključne besede:embedment strength, foundation modulus, dowel-type connections, test methods
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:08.04.2024
Založnik:Taylor & Francis
Leto izida:2024
Št. strani:str. 1-13
PID:20.500.12556/DiRROS-18675 Novo okno
UDK:620.1/.2
ISSN pri članku:1748-0280
DOI:10.1080/17480272.2024.2328088 Novo okno
COBISS.SI-ID:191924739 Novo okno
Avtorske pravice:© 2024 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group
Opomba:Nasl. z nasl. zaslona; Opis vira z dne 9. 4. 2024;
Datum objave v DiRROS:15.04.2024
Število ogledov:467
Število prenosov:247
Metapodatki:XML DC-XML DC-RDF
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Gradivo je del revije

Naslov:Wood material science & engineering
Skrajšan naslov:Wood mater. sci. eng
Založnik:Taylor & Francis
ISSN:1748-0280
COBISS.SI-ID:522172953 Novo okno

Gradivo je financirano iz projekta

Financer:FCT - Fundação para a Ciência e a Tecnologia, I.P.
Program financ.:POR_NORTE
Številka projekta:2021.07308.BD
Naslov:Reliable design methods for moment-resisting timber joints
Akronim:2021.07308.BD

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.
Začetek licenciranja:08.04.2024
Vezano na:Version of Record valid from 2024-04-08

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:bočna trdnost, modul pomikov, spoji s paličastimi veznimi sredstvi, preskusne metode


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