Semi-Rigidity of Through-Tenon Joints under Tension and Shear Loads and Perpendicular-to-Grain Compression

This report presents the results of experimental tests performed on through-tenon joints used in double-layered and double-curved timber plate shells recently developed. Three tests were carried out to determine the semi-rigidity of these wood-wood connections in their three translational degrees-of-freedom. The objective of these tests is to obtain values of axial, shear and perpendicularto- grain compression stiffness of the connections used in large-scale assemblies tested, as well as their maximum capacity in all three directions.


Année
May 15 2019
Publisher:
Lausanne, Laboratory for Timber Constructions IBOIS
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 Notice créée le 2019-05-15, modifiée le 2019-06-06

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