Experimental characterization of superelastic friction dampers with a focus on cyclic response, failure behavior and reparability

Abstract This study investigates the experimental response of a hybrid shape memory alloy (SMA) cable-friction damping device with a specific focus on the failure behavior and reparability of the damper when tested at extreme deformations. The superelastic friction damper (SFD) is a hybrid seismic protection device that combines the high tensile strength and re-centering capability of superelastic SMA cables with stable, repeatable energy dissipation of a friction-based damping system. In this paper, the fabrication of a prototype damper and its experimental testing are discussed. The response of the SFD’s friction and self-centering mechanisms were separately evaluated considering design level deformations, cyclic loading, and large deformations up to failure. The performance of the device after the repair of failed components was also investigated. Findings from the study show that the SFD reached failure at a deformation level that exceeded the design displacement by a factor of 2.2. The force capacity of the SFD at the failure stage was 46% higher than the maximum force at the design deformations. After replacing the failed SMA cables, the damper’s mechanical response was identical to the pre-failure response, illustrating the device’s ability to be restored without hindering performance.

Authors

Institutions

Publication Details

Journal
Smart Materials and Structures
Published
2025-08-01
DOI
https://doi.org/10.1088/1361-665x/adf9a7
Primary Topic
Vibration Control and Rheological Fluids
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Experimental characterization of superelastic friction dampers with a focus on cyclic response, failure behavior and reparability

Fei Shi, Osman E. Ozbulut, James Michael Ricles, Liang Cao et al.
Smart Materials and Structures
Vibration Control and Rheological Fluids
article

Experimental characterization of superelastic friction dampers with a focus on cyclic response, failure behavior and reparability

Fei Shi, Osman E. Ozbulut, James Michael Ricles, Liang Cao, Malik Corum
article en

Abstract

Abstract This study investigates the experimental response of a hybrid shape memory alloy (SMA) cable-friction damping device with a specific focus on the failure behavior and reparability of the damper when tested at extreme deformations. The superelastic friction damper (SFD) is a hybrid seismic protection device that combines the high tensile strength and re-centering capability of superelastic SMA cables with stable, repeatable energy dissipation of a friction-based damping system. In this paper, the fabrication of a prototype damper and its experimental testing are discussed. The response of the SFD’s friction and self-centering mechanisms were separately evaluated considering design level deformations, cyclic loading, and large deformations up to failure. The performance of the device after the repair of failed components was also investigated. Findings from the study show that the SFD reached failure at a deformation level that exceeded the design displacement by a factor of 2.2. The force capacity of the SFD at the failure stage was 46% higher than the maximum force at the design deformations. After replacing the failed SMA cables, the damper’s mechanical response was identical to the pre-failure response, illustrating the device’s ability to be restored without hindering performance.

Smart Materials and StructuresVol. 34(8)
Lehigh University (US), Guangzhou University (CN), University of Virginia (US)
Openalex Percentile: Top 79%
Vibration Control and Rheological Fluids
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.