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

Permalink: http://www.nusl.cz/ntk/nusl-508715


The record appears in these collections:
Research > Institutes ASCR > Institute of Theoretical and Applied Mechanics
Conference materials > Papers