Behaviour of Timber-concrete Composite Members

Forum Wood Building Baltic: Proceedings of the II Forum Wood Building Baltic 2021
Karīna Buka-Vaivade, Dmitrijs Serdjuks, Romans Vasiļjevs, Jana Gerasimova, Leonīds Pakrastiņš, Imants Mieriņš

Behaviour of timber-concrete composite panels, with the rigid timber to concrete connection, were evaluated. The rigid connection was developed by the using of the granite chips as the keys. Behaviour of timber-concrete composite panels were investigated by the analytical, numerical, and experimental method. Possibility 2.55 times decrease maximal displacements by gluing concrete layer to the cross-laminated timber panel and possibility to increase by 28.1% load-carrying capacity of the timber-concrete composite panels by using the proposed connection production technology were stated.

Keywords
Timber-concrete composite; rigid connection; adhesive connection; glued connection; cross-laminated timber; bending test.
Hyperlink
https://issuu.com/matijsbabris/docs/fwbb2021/74

Buka-Vaivade, K., Serdjuks, D., Vasiļjevs, R., Gerasimova, J., Pakrastiņš, L., Mieriņš, I. Behaviour of Timber-concrete Composite Members. In: Forum Wood Building Baltic: Proceedings of the II Forum Wood Building Baltic, Latvia, Rīga, 14-16 April, 2021. Riga: Riga Technical University, 2021, pp.74-75. ISBN 978-9934-22-631-1.

Publication language
English (en)