Original title:
Analytical model of joint loaded perpendicular to wooden grain
Authors:
Hataj, M. ; Pošta, J. ; Hasníková, Hana ; Kunecký, Jiří Document type: Papers Conference/Event: SHATIS 22. International conference on structural health assessment of timber structures /6./, Praha (CZ), 20220907
Year:
2022
Language:
eng Abstract:
Computing models for structural behaviour and determination of traditional timber butt joints using analytical relations are presented in this paper. A component method is the base of the computing technique introduced herein. This method is usually used for steel joint design. The component method is based on dividing a joint into individual components. These are defined by partial joint component stiffness. An analytical solution includes a subsidence effect of wooden material close to compressive loading. Analytical computation results are compared with the experimental outputs. A design procedure according to Eurocode 5 for a load capacity determination of perpendicularly loaded structural elements is stated in the paper.
Keywords:
analytical models; butt joint; carpentry; load capacity; timber structures Project no.: GA21-29389S (CEP) Funding provider: GA ČR Host item entry: Proceedings of the SHATIS 2022 – 6th International conference on structural health assessment of timber structures, ISBN 978-80-86246-54-3
Institution: Institute of Theoretical and Applied Mechanics AS ČR
(web)
Document availability information: Fulltext is available at the institute of the Academy of Sciences. Original record: https://hdl.handle.net/11104/0334052