Full-Scale Tests of a Styrene–Olefin Thermoplastic Viscoelastic Damper for Large-Deformation Vibration Control

Viscoelastic (VE) dampers are widely used for structural response control, but broader engineering adoption is often constrained by temperature- and amplitude-dependent properties and limited full-scale evidence on reliable performance when deformation demands exceed the conventional 300% shear-strain design domain. This study experimentally characterizes a full-scale TRCS-type VE damper (TRCS500T-10) employing a styrene–olefin thermoplastic elastomer, with an emphasis on large-deformation and beyond-design behavior. Four nominally identical specimens were tested in a temperature-controlled chamber using sinusoidal, displacement-controlled loading at target shear strains of 300% (≈30 mm) and 450% (≈45 mm). Effective engineering parameters were obtained from stable hysteresis loops using a Kelvin–Voigt-based reduction, including effective stiffness Keff, effective damping coefficient Ceff, effective damping ratio ξeff, and dissipated energy per cycle Wd. At 300% shear strain, the dampers exhibited stable hysteresis with acceptable specimen-to-specimen variability and only modest changes in Keff, Ceff, and Wd over an ambient-temperature interval of approximately 20–33 °C, while ξeff remained around 0.40–0.42. Beyond-design tests at 450% shear strain maintained stable force–displacement loops with substantial load capacity (peak forces ≈ 435–492 kN) and increased per-cycle energy dissipation (approximately 4.0 × 104 kN·mm). Manufacturer-provided polynomial relations were used to standardize the measured properties to a reference condition and to compile a parameter-estimation table for preliminary engineering application. A monotonic ultimate test on specimen TRC500T-05 indicated an ultimate shear deformation capacity of approximately 850% without interface debonding. Collectively, the results provide full-scale evidence of a widened usable deformation range and a practical, design-oriented parameterization for thermoplastic VE dampers under large deformation demands.

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Journal
Buildings
Published
2026-02-14
DOI
https://doi.org/10.3390/buildings16040785
Primary Topic
Vibration Control and Rheological Fluids
Type
article
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article

Full-Scale Tests of a Styrene–Olefin Thermoplastic Viscoelastic Damper for Large-Deformation Vibration Control

Chun Jiang, Sennan Lee, Takenouchi Kosuke
Buildings
Vibration Control and Rheological Fluids
article

Full-Scale Tests of a Styrene–Olefin Thermoplastic Viscoelastic Damper for Large-Deformation Vibration Control

Chun Jiang, Sennan Lee, Takenouchi Kosuke
article en

Abstract

Viscoelastic (VE) dampers are widely used for structural response control, but broader engineering adoption is often constrained by temperature- and amplitude-dependent properties and limited full-scale evidence on reliable performance when deformation demands exceed the conventional 300% shear-strain design domain. This study experimentally characterizes a full-scale TRCS-type VE damper (TRCS500T-10) employing a styrene–olefin thermoplastic elastomer, with an emphasis on large-deformation and beyond-design behavior. Four nominally identical specimens were tested in a temperature-controlled chamber using sinusoidal, displacement-controlled loading at target shear strains of 300% (≈30 mm) and 450% (≈45 mm). Effective engineering parameters were obtained from stable hysteresis loops using a Kelvin–Voigt-based reduction, including effective stiffness Keff, effective damping coefficient Ceff, effective damping ratio ξeff, and dissipated energy per cycle Wd. At 300% shear strain, the dampers exhibited stable hysteresis with acceptable specimen-to-specimen variability and only modest changes in Keff, Ceff, and Wd over an ambient-temperature interval of approximately 20–33 °C, while ξeff remained around 0.40–0.42. Beyond-design tests at 450% shear strain maintained stable force–displacement loops with substantial load capacity (peak forces ≈ 435–492 kN) and increased per-cycle energy dissipation (approximately 4.0 × 104 kN·mm). Manufacturer-provided polynomial relations were used to standardize the measured properties to a reference condition and to compile a parameter-estimation table for preliminary engineering application. A monotonic ultimate test on specimen TRC500T-05 indicated an ultimate shear deformation capacity of approximately 850% without interface debonding. Collectively, the results provide full-scale evidence of a widened usable deformation range and a practical, design-oriented parameterization for thermoplastic VE dampers under large deformation demands.

BuildingsVol. 16(4)
Tongji University (CN), Seiko Holdings (Japan) (JP)
Affordable and clean energy
Openalex Percentile: Top 57%
Vibration Control and Rheological Fluids
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