Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/48135
Title: A new designed for disassembly shear connection for steel-timber composite beams
Authors: GOUVEIA HENRIQUES, Jose 
Willems, Pibbe
TURGUT, Alper 
MAERTEN, Ellen 
De Ligne, Liselotte
DEGEE, Herve 
Issue Date: 2025
Source: Simões da Silva, Luis; Vila Real, Paulo; Lubinkovic, Filip; Conde, Jorge; Rahnavard, Rohola; Figueiredo Silva, Luis (Ed.). Proceedings of the XV Conference on Steel and Composite Construction, p. 521 -530 (Art N° 40)
Abstract: This paper presents a newly developed shear connection for steel-timber composite (STC) floor beams. The connection's mechanical behaviour is investigated through experimental tests, including push-out tests and hygroscopic assessments, which are used to determine the load-slip response, identify the governing failure mode, and evaluate the effects of dimensional changes in wood. Finite element method (FEM) simulations are then conducted to reproduce the connection behaviour numerically. Finally, a component-based method is proposed to determine the shear connection properties, including stiffness and strength, and to assess its efficiency through comparison with conventional dowel-type connections.
Document URI: http://hdl.handle.net/1942/48135
ISBN: 9789893529232
Category: C1
Type: Proceedings Paper
Appears in Collections:Research publications

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