Multi-scale experimental testing on variable stiffness and damping components for semi-active structural control

Journal Article (2021)
Author(s)

Qinyu Wang (Eindhoven University of Technology)

Gennaro Senatore (École Polytechnique Fédérale de Lausanne)

Kaspar Jansen (TU Delft - Emerging Materials, TU Delft - Sustainable Design Engineering)

Arjan Habraken (Eindhoven University of Technology)

Patrick Teuffel

Research Group
Emerging Materials
Copyright
© 2021 Qinyu Wang, Gennaro Senatore, K.M.B. Jansen, Arjan Habraken, Patrick Teuffel
DOI related publication
https://doi.org/10.1016/j.compstruct.2021.114976
More Info
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Publication Year
2021
Language
English
Copyright
© 2021 Qinyu Wang, Gennaro Senatore, K.M.B. Jansen, Arjan Habraken, Patrick Teuffel
Research Group
Emerging Materials
Volume number
281
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Abstract

This paper presents experimental testing of a new semi-active vibration control device comprising a shape memory polymer (SMP) core that is reinforced by an SMP-aramid composite skin. This control device works as a load-transfer component that can be integrated into truss and frame structures in the form of a joint. At the material level, thermal actuation from ambient (25 °C) to transition temperature (65 °C) causes a significant 40-fold increase in damping due to viscoelastic effects. At the component level, uniaxial tensile and four-point bending tests have shown that tensile strength depends primarily on the bond strength between the reinforcement skin and the structural element while flexural strength depends on the strength of the reinforcement skin fibers. Through cyclic testing, it has been observed that material viscoelasticity is beneficial to ductility and energy dissipation. When the joint core is actuated to the SMP transition temperature, axial and flexural stiffness decrease by up to 50% and 90%, respectively. The property change at material and component levels enable tuning the frequency and damping ratio at the structure level, which has been successfully employed to mitigate the dynamic response of a 1/10 scale three-story prototype frame under resonance and earthquake loadings.