Technical Papers
Jun 28, 2024

Cyclic Behavior and Damage Assessment of Superelastic SMA Dowel Connections for Braced Timber Frame Applications

Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 5

Abstract

Braced timber frames (BTFs) are an efficient lateral force resisting system that can effectively resist wind and earthquake loads. It is well-known that the performance of BTFs is strongly dependent on connection behavior, but clear design guidelines are not available for detailing ductile BTFs. Furthermore, conventional connections with steel fasteners can exhibit significant stiffness and strength degradation under earthquake loads and result in large residual deformations. There is a need for more resilient energy-dissipating connections for BTFs and other mass timber systems. This study investigates the behavior of dowel-type and bolted wood-steel-wood connections with superelastic nickel-titanium (NiTi) shape memory alloy (SMA) fasteners. Under bending, the SMA fasteners are able to effectively recover their original shape with negligible residual deformation, even after undergoing large deflections. The SMA connections tested in this research showed significant potential for self-centering. Post-test autopsies of the connection test specimens showed ductile deformation mechanisms and similar levels of wood crushing between the steel and SMA fasteners under cyclic loading. However, the connection displacement ductility ratios of 4.6 and 6.2 observed with SMA fasteners is not sufficient to meet the requirement for moderately ductile frames. Additional research is required to better understand and characterize the behavior of SMA connections at the component and connection levels.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 5October 2024

History

Received: Oct 3, 2023
Accepted: Mar 28, 2024
Published online: Jun 28, 2024
Published in print: Oct 1, 2024
Discussion open until: Nov 28, 2024

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Maxime Cléroux
Structural Designer, Tacoma Engineers, Inc., 155 Frobisher Dr., Suite F220, Waterloo, ON, Canada N2V 2E1.
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W., Waterloo, ON, Canada N2L 3G1 (corresponding author). ORCID: https://orcid.org/0000-0001-8909-7918. Email: [email protected]
Daniel Lacroix, A.M.ASCE https://orcid.org/0000-0003-2002-3827
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W., Waterloo, ON, Canada N2L 3G1. ORCID: https://orcid.org/0000-0003-2002-3827

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