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Load carrying capacity of screwed CLT wall-ceiling joints with and without elastic supports

  • Due to the application of elastic interlayers for acoustic decoupling, wood screws to connect timber elements are stressed beneath axial and shear loads additionally by a bending moment. The equations to calculate the load carrying capacity of wood-wood-connections according to the Eurocode 5, lose their validity in case of application of interlayers with low shear resistance. Furthermore, the increasing flexibilities of the joints should be considered for a realistic static modelling. Aim of the present work is to analyze the mechanical load bearing characteristics of wall-ceiling-connections of cross laminated timber with and without elastic interlayers. On the basis of experiments as well as analytical approaches, the load-deformation-behavior is discussed and contrasted to the current standards.

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Metadaten
Author:R. Maderebner, U. Gerhaher, M. Flach, Sebastian Hirschmüller
Parent Title (English):BAUINGENIEUR
Document Type:Article (peer reviewed)
Language:English
Publication Year:2017
Tag:Timber
Volume:92
First Page:495
Last Page:502
Peer reviewed:Ja
faculties / departments:Fakultät für Holztechnik und Bau