Influence of test methodology on the characterization of the parallel-to-grain timber embedment strength and foundation modulus of dowels-Reference-Cited by-同舟云学术

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Influence of test methodology on the characterization of the parallel-to-grain timber embedment strength and foundation modulus of dowels

Published:2024-04-08 Issue: Volume: Page:1-13
ISSN:1748-0272
Container-title:Wood Material Science & Engineering
language:en
Short-container-title:Wood Material Science & Engineering

Author:

Aquino Caroline D.¹^ORCID,Rodrigues Leonardo G.²^ORCID,Schweigler Michael³^ORCID,Kržan Meta⁴^ORCID,Li Zheng⁵^ORCID,Branco Jorge M.¹^ORCID

Affiliation:

1. ISISE, Department of Civil Engineering, University of Minho, Guimarǎes, Portugal

2. XAIS Asset Management Ltd., Doncaster, United Kingdom

3. Department of Building Technology, Linnaeus University, Växjö, Sweden

4. National Building and Civil Engineering Institute, Ljubljana, Slovenia

5. Department of Structural Engineering, Tongji University, Shanghai, People's Republic of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17480272.2024.2328088

Reference48 articles.

1. Integrative experimental characterization and engineering modeling of single-dowel connections in LVL

2. Experimental analysis of Maritime pine and Iroko single shear dowel-type connections

3. Ehlbeck J. 1992. Softwood and hardwood embedding strength for dowel-type fasteners. In: Proceedings of the CIB-W18 meetings Åhus Sweden .

4. Load-slip characteristics of nails;Foschi R.O.;Wood Science,1974

5. Franke S. and Magnière N. 2014. Discussion of testing and evaluation methods for the embedment behaviour of connections. In: Proceedings of the international network on timber engineering research. INTER/47-7-1 Bath United Kingdom.

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