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Journal articles on the topic 'Passive damping, semi-passive damping'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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1

Petit, Lionel, Daniel Guyomar, and Claude Richard. "Piezoelectric damping : a comparison between passive ans semi passive switching techniques." Matériaux & Techniques 90 (2002): 99–103. http://dx.doi.org/10.1051/mattech/200290120099s.

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2

Hazaveh, Nikoo K., Geoffrey W. Rodgers, J. Geoffrey Chase, and Stefano Pampanin. "Passive direction displacement dependent damping (D3) device." Bulletin of the New Zealand Society for Earthquake Engineering 51, no. 2 (2018): 105–12. http://dx.doi.org/10.5459/bnzsee.51.2.105-112.

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Viscous fluid damping has been used worldwide to provide energy dissipation to structures during earthquakes. Semi-active dissipation devices have also shown significant potential to re-shape structural hysteresis behaviour and thus provide significant response and damage reduction. However, semi-active devices are far more complex and costly than passive devices, and thus potentially less robust over time. Ideally, a passive device design would provide the unique response behaviour of a semi-active device, but in a far more robust and low-cost device. This study presents the design, developme

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3

Shen, I. Y. "Hybrid Damping Through Intelligent Constrained Layer Treatments." Journal of Vibration and Acoustics 116, no. 3 (1994): 341–49. http://dx.doi.org/10.1115/1.2930434.

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This paper is to propose a viable hybrid damping design that integrates active and passive dampings through intelligent constrained layer (ICL) treatments. This design consists of a viscoelastic shear layer sandwiched between a piezoelectric constraining cover sheet and the structure to be damped. According to measured vibration response of the structure, a feedback controller regulates axial deformation of the piezoelectric layer to perform active vibration control. In the meantime, the viscoelastic shear layer provides additional passive damping. The active damping component of this design w

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4

Johnson, C. D. "Design of Passive Damping Systems." Journal of Mechanical Design 117, B (1995): 171–76. http://dx.doi.org/10.1115/1.2836451.

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This paper presents a brief review of techniques for designed-in passive damping for vibration control. Designed-in passive damping for structures is usually based on one of four damping technologies: viscoelastic materials, viscous fluids, magnetics, or passive piezoelectrics. These methods are discussed and compared. The technology of using viscoelastic materials for passive damping is discussed in more detail than the other methods since it is presently the most widely used type of damping technology. Testing and characterization of viscoelastic materials and design methods for passive damp

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5

Johnson, C. D. "Design of Passive Damping Systems." Journal of Vibration and Acoustics 117, B (1995): 171–76. http://dx.doi.org/10.1115/1.2838659.

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This paper presents a brief review of techniques for designed-in passive damping for vibration control. Designed-in passive damping for structures is usually based on one of four damping technologies: viscoelastic materials, viscous fluids, magnetics, or passive piezoelectrics. These methods are discussed and compared. The technology of using viscoelastic materials for passive damping is discussed in more detail than the other methods since it is presently the most widely used type of damping technology. Testing and characterization of viscoelastic materials and design methods for passive damp

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6

Niculescu, Adrian Ioan, Antoni Jankowski, Miroslaw Kowalski, and Tudor Sireteanu. "Solutions in the Vehicle Suspension." Journal of KONES 26, no. 4 (2019): 185–96. http://dx.doi.org/10.2478/kones-2019-0107.

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AbstractThe paper presents a review of the suspension solutions used on the street vehicle up to the now a days, finalising with presentation of their damping characteristics and with evaluation of their advantages or disadvantages. Long time the suspension systems have been dominated by the classic passive suspensions realized with metallic springs, shock absorbers with constant damping coefficients and anti-roll bars, excepting some luxury and sport cars using semi-active and active suspensions. There are presented some semi-active suspension solutions with continuous or discontinuous dampin

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7

Liu, Yong, and Li Hua Wen. "Vibration Isolation with Semi-Active Friction Damping." Advanced Materials Research 199-200 (February 2011): 1041–45. http://dx.doi.org/10.4028/www.scientific.net/amr.199-200.1041.

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This study explores the effect of semi-active friction damping on vibration isolation systems by means of numerical simulation. Since the Lugre friction model can describe many phenomena observed in laboratories, it is chosen to provide accurate friction force model for the analysis and simulations. The drawback of the passive friction damping system is that it decreases the resonance response at the cost of worsening the performance for high frequencies. A semi-active control method (skyhook method) is used to tune the normal force so that the energy dissipated by the friction force is maximi

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8

Seubert, S. L., T. J. Anderson, and R. E. Smelser. "Passive Damping of Spinning Disks." Journal of Vibration and Control 6, no. 5 (2000): 715–25. http://dx.doi.org/10.1177/107754630000600504.

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9

Shen, Hui, Hongli Ji, Jinhao Qiu, and Kongjun Zhu. "A semi-passive vibration damping system powered by harvested energy." International Journal of Applied Electromagnetics and Mechanics 31, no. 4 (2009): 219–33. http://dx.doi.org/10.3233/jae-2009-1059.

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10

Guyomar, D., and A. Badel. "Nonlinear semi-passive multimodal vibration damping: An efficient probabilistic approach." Journal of Sound and Vibration 294, no. 1-2 (2006): 249–68. http://dx.doi.org/10.1016/j.jsv.2005.11.010.

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11

Langote, Pankaj K., and P. Seshu. "Experimental Studies on Active Vibration Control of a Beam Using Hybrid Active∕Passive Constrained Layer Damping Treatments." Journal of Vibration and Acoustics 127, no. 5 (2005): 515–18. http://dx.doi.org/10.1115/1.2013292.

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Hybrid damping designs with active piezoelectric materials and passive viscoelastic materials (VEMs) combine the advantages of both active and passive constrained layer damping treatments. In this study, experiments have been conducted on nine systems viz., bare beam, active damping (AD), passive constrained layer damping (PCLD—three variants) and hybrid active∕passive constrained layer damping (Hybrid AD∕PCLD—four variants). Based on the time domain analysis of these systems, it is shown that the “best” performance is obtained using a hybrid damping configuration wherein the VEM and the piezo

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12

Gong, Mingde, and Hao Chen. "Variable damping control strategy of a semi-active suspension based on the actuator motion state." Journal of Low Frequency Noise, Vibration and Active Control 39, no. 3 (2019): 787–802. http://dx.doi.org/10.1177/1461348418825416.

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A semi-active suspension variable damping control strategy for heavy vehicles is proposed in this work. First, a nine-degree-of-freedom model of a semi-active suspension of heavy vehicles and a stochastic road input mathematical model are established. Second, using a 1/6 vehicle as an example, a semi-active suspension system with damping that can be adjusted actively is designed using proportional relief and throttle valves. The damping dynamic characteristics of the semi-active suspension system and the time to establish the damping force are studied through a simulation. Finally, a variable

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13

Verros, G., S. Natsiavas, and C. Papadimitriou. "Design Optimization of Quarter-car Models with Passive and Semi-active Suspensions under Random Road Excitation." Journal of Vibration and Control 11, no. 5 (2005): 581–606. http://dx.doi.org/10.1177/1077546305052315.

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A methodology is presented for optimizing the suspension damping and stiffness parameters of nonlinear quarter-car models subjected to random road excitation. The investigation starts with car models involving passive damping with constant or dual-rate characteristics. Then, we also examine car models where the damping coefficient of the suspension is selected so that the resulting system approximates the performance of an active suspension system with sky-hook damping. For the models with semi-active or passive dual-rate dampers, the value of the equivalent suspension damping coefficient is a

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14

Yellin, Jessica M., I. Y. Shen, Per G. Reinhall, and Peter Y. H. Huang. "An Analytical and Experimental Analysis for a One-Dimensional Passive Stand-Off Layer Damping Treatment." Journal of Vibration and Acoustics 122, no. 4 (2000): 440–47. http://dx.doi.org/10.1115/1.1287789.

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Passive stand-off layer (PSOL) damping treatments are presently being implemented in many commercial and defense designs. In a passive stand-off layer damping treatment, a stand-off or spacer layer is added to a conventional passive constrained layer (PCL) damping treatment. An analytical model which quantifies the bending and shearing contributions of the stand-off layer has been developed for a passive stand-off layer damping treatment applied to a beam. The equations of motion were derived and solved in order to simulate the frequency responses of several beams treated with passive stand-of

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15

Gu, Cheng Zhong, Xin Yue Wu, and Ping Hao Zhang. "Study on the Passive Vibration Control of Gear System." Applied Mechanics and Materials 29-32 (August 2010): 814–18. http://dx.doi.org/10.4028/www.scientific.net/amm.29-32.814.

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The passive vibration control is a very effective measure to gear system. But there exist some limitations. This paper viewed the development of the passive vibration control of gear system, and researched the damping characteristics of the friction dampers and viscoelastic dampers intensively. Firstly, the limitations of the existence passive damping technology are pointed out. Secondly, the feasibility and validity of piezoelectric shunt damping is guaranteed through experimentation on the gear system vibration control. Thirdly, a new hybrid damping, piezoelectric- viscoplastic material damp

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16

Lallart, Mickaël, Linjuan Yan, Yi-Chieh Wu, and Daniel Guyomar. "Electromechanical semi-passive nonlinear tuned mass damper for efficient vibration damping." Journal of Sound and Vibration 332, no. 22 (2013): 5696–709. http://dx.doi.org/10.1016/j.jsv.2013.06.006.

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17

Guyomar, D., C. Richard, and S. Mohammadi. "Damping Behavior of Semi-passive Vibration Control using Shunted Piezoelectric Materials." Journal of Intelligent Material Systems and Structures 19, no. 8 (2007): 977–85. http://dx.doi.org/10.1177/1045389x07083122.

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18

Lefeuvre, Elie, Adrien Badel, Lionel Petit, Claude Richard, and Daniel Guyomar. "Semi-passive Piezoelectric Structural Damping by Synchronized Switching on Voltage Sources." Journal of Intelligent Material Systems and Structures 17, no. 8-9 (2006): 653–60. http://dx.doi.org/10.1177/1045389x06055810.

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19

Sankar, Bhavani V., and Amitabh S. Deshpande. "Passive damping of large space structures." AIAA Journal 31, no. 8 (1993): 1511–16. http://dx.doi.org/10.2514/3.11802.

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20

Kumar, Renjith R. "Gravity anchoring for passive spacecraft damping." Journal of Spacecraft and Rockets 32, no. 5 (1995): 925–27. http://dx.doi.org/10.2514/3.26709.

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21

Romberg, Oliver. "Passive Damping Device for Sandwich Structures." Recent Patents on Mechanical Engineering 3, no. 3 (2011): 183–90. http://dx.doi.org/10.2174/1874477x11003030183.

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22

Romberg, Oliver. "Passive Damping Device for Sandwich Structures." Recent Patents on Mechanical Engineeringe 3, no. 3 (2010): 183–90. http://dx.doi.org/10.2174/2212797611003030183.

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23

Rittweger, A., J. Albus, E. Hornung, H. Öry, and P. Mourey. "Passive Damping Devices For Aerospace Structures." Acta Astronautica 50, no. 10 (2002): 597–608. http://dx.doi.org/10.1016/s0094-5765(01)00220-x.

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24

Hehr, Adam, Mark Schulz, Vesselin Shanov, and Albert Song. "Passive damping of carbon nanotube thread." Journal of Intelligent Material Systems and Structures 25, no. 6 (2013): 713–19. http://dx.doi.org/10.1177/1045389x13500578.

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25

Bhagwat, Siddharth, and M. Austin Creasy. "Adjustable pipes and adaptive passive damping." European Journal of Physics 38, no. 3 (2017): 035003. http://dx.doi.org/10.1088/1361-6404/aa6135.

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26

Desch, Wolfgang, Kenneth B. Hannsgen, and Robert L. Wheeler. "Passive Boundary Damping of Viscoelastic Structures." Journal of Integral Equations and Applications 8, no. 2 (1996): 125–71. http://dx.doi.org/10.1216/jiea/1181075934.

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27

SUNADA, Shigeru, and Masafumi HAYAKAWA. "Passive Damping of a Flapping Wing." TRANSACTIONS OF THE JAPAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES 57, no. 6 (2014): 325–30. http://dx.doi.org/10.2322/tjsass.57.325.

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28

Seidl, Tobias, Amelie Barth, and Thomas Speck. "Passive oscillation damping in plant stems." Comparative Biochemistry and Physiology Part A: Molecular & Integrative Physiology 153, no. 2 (2009): S116—S117. http://dx.doi.org/10.1016/j.cbpa.2009.04.179.

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29

Cebon, D., F. H. Besinger, and D. J. Cole. "Control Strategies for Semi-Active Lorry Suspensions." Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering 210, no. 2 (1996): 161–78. http://dx.doi.org/10.1243/pime_proc_1996_210_256_02.

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The optimum level of passive damping for minimizing the root mean square (r.m.s.) dynamic tyre force and r.m.s. body acceleration of a heavy vehicle is determined by testing a damper in a ‘hardware-in-the-loop’ (HiL) test rig. Two different control strategies [‘modified skyhook damping’ (MSD), and linear optimal control with full state feedback (FSF)] are investigated theoretically using linear models, and suspension force control laws are derived. These control laws, along with simple ‘on–off’ control, are then tested experimentally using a prototype semi-active damper which is controlled so

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30

Ren, Yongsheng, and Yuhuan Zhang. "Free Vibration and Damping of Rotating Composite Shaft with a Constrained Layer Damping." Shock and Vibration 2016 (2016): 1–20. http://dx.doi.org/10.1155/2016/9045460.

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The free vibration and damping characteristics of rotating shaft with passive constrained layer damping (CLD) are studied. The shaft is made of fiber reinforced composite materials. A composite beam theory taking into account transverse shear deformation is employed to model the composite shaft and constraining layer. The equations of motion of composite rotating shaft with CLD are derived by using Hamilton’s principle. The general Galerkin method is applied to obtain the approximate solution of the rotating CLD composite shaft. Numerical results for the rotating CLD composite shaft with simpl

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31

Koo, J.-H., and M. Ahmadian. "A qualitative analysis of groundhook tuned vibration absorbers for controlling structural vibrations." Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics 216, no. 4 (2002): 351–59. http://dx.doi.org/10.1243/146441902320992446.

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The primary purpose of this study is to investigate the dynamic characteristics of semi-active groundhook tuned vibration absorbers (TVAs), using closed-form equivalent models of such systems. Closed-form, equivalent models of groundhook TVAs are developed and compared analytically with those for passive TVAs. Additionally, closed-form solutions of groundhook equivalent TVA models are obtained and are used for a parametric study to evaluate the dynamic characteristics of such systems as various parameters change. The numerical results are compared with passive TVAs which have been studied exte

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32

Iskakov, Zharilkassin. "SIMULATION OF NON-LINEAR CHARACTERISTICS INFLUENCE DYNAMIC ON VERTICAL RIGID GYRO ROTOR RESONANT OSCILLATIONS." CBU International Conference Proceedings 6 (September 25, 2018): 1094–100. http://dx.doi.org/10.12955/cbup.v6.1319.

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The influence of viscous linear and cubic nonlinear damping of an elastic support on the resonance oscillations of a vertical rigid gyroscopic unbalanced rotor is investigated. Simulation results show that linear and cubic non-linear damping can significantly dampen the main harmonic resonant peak. In non-resonant areas where the speed is higher than the critical speed, the cubic non-linear damping can slightly dampen rotor vibration amplitude in contrast to linear damping. If linear or cubic non-linear damping increase in resonant area significantly kills capacity for absolute motion, then th

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33

Gu, Xiao Lei, Zhi Feng Tang, Fu Zai Lv, and Lei Liu. "Modeling of Passive Adaptive MR Damper." Advanced Materials Research 311-313 (August 2011): 2187–91. http://dx.doi.org/10.4028/www.scientific.net/amr.311-313.2187.

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Passive adaptive MR damper is a new type of damper based on GMM inverse effect and MR effect, and it doesn’t need energy devices and can realize external force self-adaptation. A model of passive adaptive MR damper is established based on Jiles-Atherton model, the law of approach for the magnetomechanical effect, the magnetic circuit law and Bingham model. Experimental results show that the value of damping force is related to displacement and velocity: the larger the displacement, the greater the damping force; the faster the speed, the greater the damping force. This is consistent with the m

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34

Shin, Y. S., S. J. Watson, and K. S. Kim. "Passive Vibration Control Scheme Using Circular Viscoelastic Waveguide Absorbers." Journal of Pressure Vessel Technology 115, no. 3 (1993): 256–61. http://dx.doi.org/10.1115/1.2929525.

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A waveguide absorber is a device mounted on a vibrating structure at the selected points to transfer energy from the structure to the device which dampens the energy. The waveguide absorbers reported here are made of viscoelastic material which absorbs vibration energy and dissipates it in the form of heat. The novelty of this approach to damping is the simplicity of application and the effectiveness in the broadband frequency range with relatively less material. In this study, the impedances of the circular viscoelastic waveguide absorbers were evaluated experimentally at different temperatur

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35

Zhang, Xiao Liang, Jian Jun Liu, Jia Mei Nie, and Long Chen. "Design Principle and Method of a Passive Hybrid Damping Suspension System." Applied Mechanics and Materials 635-637 (September 2014): 1232–40. http://dx.doi.org/10.4028/www.scientific.net/amm.635-637.1232.

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This work presents an approach to realize hybrid damping passively on the basis of inerter-spring-damper system, and demonstrates a passive hybrid damping suspension system that offers the performances of skyhook and groundhook dampers, but without the need of an inertial frame. The design principle and method of the system are presented, and a full-car model is built to analyze and compare the performances of the conventional passive, ideal and passive hybrid damping suspensions. The results demonstrate that the ideal and passive hybrid damping suspensions have the quite consistent performanc

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36

Maharani, Elliza Tri, Ubaidillah Ubaidillah, Fitrian Imaduddin, Wibowo Wibowo, Dewi Utami, and Saiful Amri Mazlan. "A mathematical modelling and experimental study of annular-radial type magnetorheological damper." International Journal of Applied Electromagnetics and Mechanics 66, no. 4 (2021): 543–60. http://dx.doi.org/10.3233/jae-201560.

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An experimental study was undertaken to evaluate the mathematical modelling of the magnetorheological (MR) damper featuring annular radial gap on its valve. The experiment was conducted using a fatigue dynamic test machine under particular excitation frequency and amplitude to get force-velocity and force-displament characteristics. Meanwhile, the mathematical modelling was done using quasi-steady modelling approach. Simulation using adaptive neuro fuzzy inference (ANFIS) Algorithm (Gaussian and Generalized Bell) were also carried out to portray the damping force-displacement modelling that is

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37

Badel, A., M. Lagache, D. Guyomar, E. Lefeuvre, and C. Richard. "Finite Element and Simple Lumped Modeling for Flexural Nonlinear Semi-passive Damping." Journal of Intelligent Material Systems and Structures 18, no. 7 (2007): 727–42. http://dx.doi.org/10.1177/1045389x06069447.

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38

Sha, Shujing, Zhongnan Wang, and Haiping Du. "Research on performance of vehicle semi-active suspension applied magnetorheological damper based on linear quadratic Gaussian control." Noise & Vibration Worldwide 51, no. 7-9 (2020): 119–26. http://dx.doi.org/10.1177/0957456520923320.

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With the development of automobile technology, the traditional passive suspension cannot meet people’s requirements for vehicle comfort and safety. For this reason, a variable damping semi-active suspension applied magnetorheological damper is proposed. By collecting various performance parameters of the front suspension, the optimal feedback control matrix is obtained by applying linear quadratic Gaussian control strategy, and the optimal damping force output is also obtained to improve comfort and vehicle safety by reducing vibration. The semi-active suspension model of a quarter vehicles wa

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39

Gaul, L., J. Roseira, and J. Becker. "Structural Damping with Friction Beams." Shock and Vibration 15, no. 3-4 (2008): 291–98. http://dx.doi.org/10.1155/2008/469197.

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In the last several years, there has been increasing interest in the use of friction joints for enhancing damping in structures. The joints themselves are responsible for the major part of the energy dissipation in assembled structures. The dissipated work in a joint depends on both the applied normal force and the excitation force. For the case of a constant amplitude excitation force, there is an optimal normal force which maximizes the damping. A ‘passive’ approach would be employed in this instance. In most cases however, the excitation force, as well as the interface parameters such as th

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40

Bassani, P., C. A. Biffi, M. Carnevale, N. Lecis, B. Previtali, and A. Lo Conte. "Passive damping of slender and light structures." Materials & Design 45 (March 2013): 88–95. http://dx.doi.org/10.1016/j.matdes.2012.08.044.

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41

Weber, F. "Passive damping of cables with MR dampers." Materials and Structures 38, no. 279 (2005): 568–77. http://dx.doi.org/10.1617/14313.

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42

Gorodkin, S., A. Lukianovich, and W. Kordonski. "Magnetorheological Throttle Valve in Passive Damping Systems." Journal of Intelligent Material Systems and Structures 9, no. 8 (1998): 637–41. http://dx.doi.org/10.1177/1045389x9800900809.

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43

Fosdick, Roger, and Yohannes Ketema. "Shape Memory Alloys for Passive Vibration Damping." Journal of Intelligent Material Systems and Structures 9, no. 10 (1998): 854–70. http://dx.doi.org/10.1177/1045389x9800901009.

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44

Bart, J., C. Morris, and M. Gormley. "Passive damping with differential density fluid damper." Journal of the Acoustical Society of America 83, S1 (1988): S14. http://dx.doi.org/10.1121/1.2025218.

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45

Mohamed, A., A. Hassan, and A. A. Omer. "Passive vibration damping of a cantilever plate." IOP Conference Series: Materials Science and Engineering 973 (November 18, 2020): 012036. http://dx.doi.org/10.1088/1757-899x/973/1/012036.

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46

AGNENI, A., L. BALIS CREMA, and S. SGUBINI. "DAMPING BY PIEZOCERAMIC DEVICES WITH PASSIVE LOADS." Mechanical Systems and Signal Processing 17, no. 5 (2003): 1097–114. http://dx.doi.org/10.1006/mssp.2002.1520.

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47

Wada, Akira, Yi-Hua Huang, and Mamoru Iwata. "Passive damping technology for buildings in Japan." Progress in Structural Engineering and Materials 2, no. 3 (2000): 335–50. http://dx.doi.org/10.1002/1528-2716(200007/09)2:3<335::aid-pse40>3.0.co;2-a.

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48

Cyklis, Piotr, and Przemysław Młynarczyk. "Passive pressure pulsation damping using shaped nozzles." Scientific Letters of Rzeszow University of Technology - Mechanics 31, no. 86(3/2014) (2014): 319–26. http://dx.doi.org/10.7862/rm.2014.35.

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49

Palomera-Arias, Rogelio, Jerome J. Connor, and John A. Ochsendorf. "Feasibility Study of Passive Electromagnetic Damping Systems." Journal of Structural Engineering 134, no. 1 (2008): 164–70. http://dx.doi.org/10.1061/(asce)0733-9445(2008)134:1(164).

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50

Behrens, S., A. J. Fleming, and S. O. R. Moheimani. "Passive Vibration Control via Electromagnetic Shunt Damping." IEEE/ASME Transactions on Mechatronics 10, no. 1 (2005): 118–22. http://dx.doi.org/10.1109/tmech.2004.835341.

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