Dowel Type Connections in Laminated Bamboo with Multiple Slotted-In Steel Plates

Conference Paper (2025)
Author(s)

J. W. van de Kuilen (Technische Universität München, TU Delft - Bio-based Structures & Materials)

PA de Vries (TU Delft - Macromechanic Laboratory)

J. J.B. Debije (Technische Universität München)

J. H.P. Hover (Technische Universität München)

Wolfgang Gard (TU Delft - Bio-based Structures & Materials)

Geert Ravenshorst (TU Delft - Bio-based Structures & Materials)

Research Group
Bio-based Structures & Materials
DOI related publication
https://doi.org/10.52202/080513-0081
More Info
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Publication Year
2025
Language
English
Research Group
Bio-based Structures & Materials
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Pages (from-to)
649-656
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Abstract

Laminated bamboo can be produced in sizes that are similar to glued laminated timber. Asaresult, large connections with multiple dowels and slotted-in steel plates are similarly possible with bamboo. MOSO bamboo was used in this study, withadensity of around 660 kg/m3, potentially creating connections having higher load carrying capacity than softwood. A large experimental campaign was set-up in order to determine the mechanical properties of connections with various ratios of dowel diameter to bamboo thicknesses and with single and double steel plates. Furthermore, influences of the density of the material, related to the embedding strength for fasteners, as well as the splitting sensitivity with multiple fasteners inarow are playing crucial roles with respect to the load carrying capacity. Therefore, multiple test series on large bamboo connections have been performed in order to study various possible failure modes, as dependent on embedding strength, steel grade, number of fasteners inarow, and the influence of multiple steel plates. The various failure modes have been analysed analytically with the Johansen equations, similar to the design equations proposed for the upcoming version of Eurocode 5 for multiple steel plate connections, confirming their applicability to bamboo and its similarity with wood.

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