Analytical model of joint loaded perpendicular to wooden grain

0561435 - ÚTAM 2023 RIV CZ eng C - Konferenční příspěvek (zahraniční konf.)
Hataj, M. - Pošta, J. - Hasníková, Hana - Kunecký, Jiří
Analytical model of joint loaded perpendicular to wooden grain.
Proceedings of the SHATIS 2022 – 6th International conference on structural health assessment of timber structures. Prague: Institute of Theoretical and Applied Mechanics, 2022 - (Kunecký, J.; Hasníková, H.), s. 168-172. ISBN 978-80-86246-54-3.
[SHATIS 22. International conference on structural health assessment of timber structures /6./. Praha (CZ), 07.09.2022-09.09.2022]
Grant CEP: GA ČR(CZ) GA21-29389S
Institucionální podpora: RVO:68378297
Klíčová slova: analytical models * load capacity * butt joint * carpentry * timber structures
Obor OECD: Construction engineering, Municipal and structural engineering

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.
Trvalý link: https://hdl.handle.net/11104/0334052