Data from: Parameter and performance investigation of a multi-directional ring particle damper
Data files
Jun 18, 2026 version files 6.84 GB
-
4.1.1_OptimalParticlePackingRatio_Data.zip
524.09 MB
-
4.1.2_InitialWhiteNoiseExcitationAmplitude_Data.zip
1.06 GB
-
4.1.3_InitialContainerUsage_Data.zip
303.03 MB
-
4.1.4_OptimalDeviceLocation_Data.zip
250.20 MB
-
4.1.5_CavityLayerUsage_Data.zip
877.46 MB
-
4.1.6_DeviceCavityLiningMaterial_Data.zip
329.88 MB
-
4.1.7_SinusoidalExcitation_Data.zip
313.23 MB
-
4.1.8_SineSweepExcitation_Data.zip
49.24 MB
-
5.1.1_MultidirectionalWhiteNoiseExcitationAmplitude_Data.zip
866.14 MB
-
5.1.2_ParticleMaterialType_Data.zip
436.89 MB
-
5.1.3_MultidirectionalContainerUsage_Data.zip
1.45 GB
-
5.1.4_TorsionalExcitation_Data.zip
387.20 MB
-
README.md
7.81 KB
Abstract
Particle dampers can be mounted or incorporated into vibrating host structures and consist of a chamber filled with particles, often ball-bearings. When subjected to structural vibration, the particle motion induces collisions and friction that dissipate energy, reducing the overall system response. NASA hardware is exposed to complex vibration due to its launch environment, making effective vibration mitigation essential for maintaining functionality. Additionally, NASA hardware is often subjected to multi-directional bending, torsional, and breathing modes, characterized as radial deformation of the host structure. While particle dampers offer a low complexity and cost-efficient passive vibration control solution, previous studies have primarily focused on vibration and mitigation in one direction only. This work proposes and experimentally evaluates a multi-directional passive vibration mitigation device called a ring particle damper. A ring particle damper is composed of a hollow ring configuration, consisting of cavities filled with particles. Due to the unique geometry, the multi-directional performance of the device is unclear. An experimental investigation was conducted to evaluate how the device’s parameters influence its performance and assess how effective the device is at mitigating multi-directional vibration. The ring particle damper was attached to a thin-walled hollow cylindrical host structure, exhibiting bending, breathing, and torsional modes similar to NASA hardware. The system response was evaluated using RMS acceleration, auto-power spectral densities, transfer functions, H2 norm, and H∞ norm. Across most response metrics of the performance experiments conducted, the results indicate that the ring particle damper provides effective damping of mitigating multi-directional vibration at peak displacement and acceleration locations along the host structure. Reductions of approximately 40 to 60% in modal amplitudes were observed for first bending, second bending, and breathing modes relative to corresponding control cases. The ring particle damper demonstrated potential for energy dissipation under torsional excitation. However, due to the complex coupled modal behavior of the cylindrical structure, a pure torsional response remained unclear. These findings demonstrate the potential of the ring particle damper as an effective multi-directional vibration mitigation solution, and support further development of this concept.
Dataset DOI: 10.5061/dryad.g4f4qrg54
Description of the data and file structure
Each zip file contains a ReadMe file, data from the individual studies, and a MATLAB file. The ReadMe file contains information on the system configuration for each test, the sensor layout and numbering, and the loading. Each txt file contains data from all sensors during one test. Running the MATLAB file will analyze the data from the txt files and produce editable figures.
Files and variables
File: 4.1.1_OptimalParticlePackingRatio_Data.zip
Description: This file contains data from the particle packing ratio study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction.
File: 4.1.2_InitialWhiteNoiseExcitationAmplitude_Data.zip
Description: This file contains data from the load amplitude study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction with various amplitudes. Along with tests utilizing the particle damper, this file contains data from control experiments with no particles and with a fixed mass.
File: 4.1.3_InitialContainerUsage_Data.zip
Description: This file contains data from the container usage study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction. Different configurations are considered where the particle dampers at the middle of the structure and the top of the structure are fully or partially used. Along with tests utilizing the particle damper, this file contains data from control experiments with no particles and added fixed mass.
File: 4.1.4_OptimalDeviceLocation_Data.zip
Description: This file contains data from the particle damper location study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction. Different configurations are considered where a set of particle dampers at the top of the structure is combined with a second set of particle dampers positioned at different heights on the structure. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 4.1.5_CavityLayerUsage_Data.zip
Description: This file contains data from the particle damper layer study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction with various amplitudes. A configuration is considered where the particles of the particle dampers are distributed over two layers, and the particles are free to roll. Another configuration is considered where the particles of the particle dampers are combined into a single layer, and the particles are stacked against each other. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 4.1.6_DeviceCavityLiningMaterial_Data.zip
Description: This file contains data from the cavity material study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise in one direction. Two different configurations are considered: one where the cavities for the particles are made entirely out of PLA, and another where the cavities are made out of PLA but lined with a steel insert. Tests with various numbers of particles, as well as no particles, were done.
File: 4.1.7_SinusoidalExcitation_Data.zip
Description: This file contains data from the sinusoidal loading study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was a sine load at the system’s resonant frequency in one direction with various amplitudes. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 4.1.8_SineSweepExcitation_Data.zip
Description: This file contains data from the sine sweep study that was done using the small shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was a sine sweep from 3.5 to 6.5 Hz in one direction with various amplitudes. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 5.1.1_MultidirectionalWhiteNoiseExcitationAmplitude_Data.zip
Description: This file contains data from the multi-directional loading study that was done using the large shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise with various amplitudes in one horizontal direction, in the orthogonal horizontal direction, and simultaneously in both horizontal directions. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 5.1.2_ParticleMaterialType_Data.zip
Description: This file contains data from the particle material study that was done using the large shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise with various amplitudes in one horizontal direction, in the orthogonal horizontal direction, and simultaneously in both horizontal directions. These tests utilized tungsten particles instead of the steel particles used in all the other experiments. Two different particle packing ratios are considered. Data from the multi-directional loading study can be compared with data from this study to assess the relative efficacy of the tungsten particles.
File: 5.1.3_MultidirectionalContainerUsage_Data.zip
Description: This file contains data from the multi-directional container usage study that was done using the large shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was white noise with various amplitudes in one horizontal direction, in the orthogonal horizontal direction, and simultaneously in both horizontal directions. Two different configurations are considered: one where particle dampers located at 90, 180, 270, and 360 degrees are utilized, and another where particle dampers located at 45, 135, 225, and 315 degrees are utilized. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
File: 5.1.4_TorsionalExcitation_Data.zip
Description: This file contains data from the torsional loading study that was done using the large shake table in the Civil and Environmental Engineering Department at the University of Tennessee. The load considered was torsional white noise with various amplitudes. Along with tests utilizing the particle dampers, this file contains data from control experiments with no particles and added fixed mass.
Code/software
MATLAB R2024a
Access information
Other publicly accessible locations of the data:
- N/A
Data was derived from the following sources:
- N/A
