Relevant bibliographies by topics / Fluid Viscous Damping

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Fluid Viscous Damping'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Fluid Viscous Damping"

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NISHIYAMA, HIDEYA, TADAMASA OYAMA, and TOYOHISA FUJITA. "DAMPING CHARACTERISTICS OF MR FLUIDS IN LOW MAGNETIC FIELDS." International Journal of Modern Physics B 15, no. 06n07 (2001): 829–36. http://dx.doi.org/10.1142/s0217979201005337.

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The cluster structure is visualized and the physical properties of new two types of nano MR fluids are measured in the applied magnetic fields. Correlating to these measurements, the damping characteristics of an oscillating flat plate immersed in two types of nano MR fluids such as damping amplitude, phase difference, viscous damping coefficient and viscous drag force acted on a flat plate are experimentally clarified, comparing with those of commercial magnetic fluid from the fluiddynamic points of view. It is shown that the resonance of damping amplitude and phase difference are very sensit
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Huang, Shujuan, Diana-Andra Borca-Tasciuc, and John A. Tichy. "A simple expression for fluid inertia force acting on micro-plates undergoing squeeze film damping." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 467, no. 2126 (2010): 522–36. http://dx.doi.org/10.1098/rspa.2010.0216.

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Squeeze film damping in systems employing micro-plates parallel to a substrate and undergoing small normal vibrations is theoretically investigated. In high-density fluids, inertia forces may play a significant role affecting the dynamic response of such systems. Previous models of squeeze film damping taking inertia into account do not clearly isolate this effect from viscous damping. Therefore, currently, there is no simple way to distinguish between these two hydrodynamic effects. This paper presents a simple solution for the hydrodynamic force acting on a plate vibrating in an incompressib
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TANG, G. H., Y. H. ZHANG, R. W. BARBER, X. J. GU, and D. R. EMERSON. "MODELING VISCOUS FLUID DAMPING IN OSCILLATING MICROSTRUCTURES." Modern Physics Letters B 23, no. 03 (2009): 241–44. http://dx.doi.org/10.1142/s0217984909018102.

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Recent rapid advances in microelectromechanical system have facilitated the applications of various oscillating microstructures, where fluid damping plays a critical role and becomes a main cause of energy dissipation. In the present study, we have used lattice Boltzmann method to investigate the Stokes' second problem for non-equilibrium effect.
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Zhao, Guo Hui, and Yu Min Zhang. "Parametric Sensitivity Study on Fluid Viscous Damper of Long Span Suspension Bridge." Advanced Materials Research 255-260 (May 2011): 998–1002. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.998.

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Damping coefficient and damping exponent play a dominant role on the displacement constraint effect and the damping force of the fluid viscous damper. In this paper, parametric sensitivity study of the fluid viscous damper is carried out by using nonlinear dynamic time history method based on a long suspension bridge. Acceptable damping force and reasonable displacement between stiffening girder and tower are set as the optimization objectives of the damping parameters. It is shown that: as to long suspension bridge, bigger damping coefficient can lower the displacement but increase the force
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Fuchs, Vilmar, and Olaf Wünsch. "Fluid-Structure-Interaction-Analysis concerning Damping Features of Viscous Fluids." PAMM 12, no. 1 (2012): 385–86. http://dx.doi.org/10.1002/pamm.201210181.

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Guo, Qiang, Yan Bei Chen, Xiang Liang Ning, and Lu Tang. "Speedy Design Method for Fluid Viscous Dampers Based on Numerical Simulation by CFD." Advanced Materials Research 446-449 (January 2012): 3869–74. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3869.

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Bi-directional-cylinder viscous fluid dampers are studied numerically. Based on the power-law characteristic of silicone oil，the flow pattern of silicone oil is analyzed, the non-Newtonian fluid power-law model’s influence on the energy dissipation characteristic and the damping resistance of viscous dampers is discussed, and the calculation formulas are presented. The damping force of the viscous damper samples is simulated by professional CFD software based on the dynamic mesh model, Based on comprehensive analysis of the results, the experiential design method of large-tonnage-damping-force
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Kolekar, Shreedhar. "Vibration Analysis of Simply Supported Magneto Rheological Fluid Sandwich Beam." Applied Mechanics and Materials 612 (August 2014): 23–28. http://dx.doi.org/10.4028/www.scientific.net/amm.612.23.

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Vibrations are unwanted in most of the day today usage especially in mechanical machines, civil structures, aerospace industries and automotive parts. It is usually to get the rid of these vibrations by using magneto rheological fluids. A magneto rheological fluid provides viscous damping which gets added up when magnetic field is applied. The damping properties of fluid get multiplied and natural frequency of the body under observation also changes, using this technique the three layered MR fluid sandwich beam was fabricated and tested it for undamped and damped conditions. The controllabilit
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Gurski, K. F., and R. L. Pego. "Normal modes for a stratified viscous fluid layer." Proceedings of the Royal Society of Edinburgh: Section A Mathematics 132, no. 3 (2002): 611–25. http://dx.doi.org/10.1017/s0308210500001803.

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We consider internal gravity waves in a stratified fluid layer with rigid horizontal boundaries and periodic boundary conditions on the sides at constant temperature with a small constant viscosity, modelled using the incompressible Navier-Stokes equations. Using operator-theoretic methods to study the damping rates of internal waves we prove there are non-oscillatory wave modes with arbitrarily small damping rates. We provide an asymptotic approximation for these non-oscillatory modes. Additionally, we find that the eigenvalues for damped oscillations are in an explicitly describable half-rin
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Jafari Kang, Saeed, Esmaeil Dehdashti, Vahid Vandadi, and Hassan Masoud. "Optimal viscous damping of vibrating porous cylinders." Journal of Fluid Mechanics 874 (July 9, 2019): 339–58. http://dx.doi.org/10.1017/jfm.2019.457.

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We theoretically study small-amplitude oscillations of permeable cylinders immersed in an unbounded fluid. Specifically, we examine the effects of oscillation frequency, permeability and shape on the effective mass and damping coefficients, the latter of which is proportional to the power required to sustain the vibrations. Cylinders of circular and elliptical cross-sections undergoing transverse and rotational vibrations are considered. The dynamics of the fluid flow through porous cylinders is assumed to obey the unsteady Brinkman–Debye–Bueche equations. We use a singularity method to analyt
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Tan, L., L. Lu, G. Q. Tang, L. Cheng, and X. B. Chen. "A viscous damping model for piston mode resonance." Journal of Fluid Mechanics 871 (May 24, 2019): 510–33. http://dx.doi.org/10.1017/jfm.2019.302.

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A viscous damping model is proposed based on a simplified equation of fluid motion in a moonpool or the narrow gap formed by two fixed boxes. The model takes into account the damping induced by both flow separation and wall friction through two damping coefficients, namely, the local and friction loss coefficients. The local loss coefficient is determined through specifically designed physical model tests in this work, and the friction loss coefficient is estimated through an empirical formula found in the literature. The viscous damping model is implemented in the dynamic free-surface boundar
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Dissertations / Theses on the topic "Fluid Viscous Damping"

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Oesterle, Michael Gerhardt. "Use of Incremental Dynamic Analysis to Assess the Performance of Steel Moment-Resisting Frames with Fluid Viscous Dampers." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31536.

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This thesis presents the results of a study that uses Incremental Dynamic Analysis to assess the seismic performance of steel moment-resisting frames with fluid viscous dampers subjected to earthquake ground motions. The study systematically investigated the effects of linear and nonlinear dampers on the response of steel moment-resisting frames to earthquakes that varied in intensity and type. Both near-field and far-field motions were considered. Two different types of nonlinear dampers were investigated; one had a hardening and the other had a softening force-velocity relationship. The
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Kruep, Stephanie Jean. "Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/34122.

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This thesis presents the details of a study regarding both the use of linear viscous fluid dampers in controlling the interstory drift in steel moment frames, and the use of incremental dynamic analysis as a method of visualizing the behavior of these moment frames when subjected to seismic load effects. Models of three story and nine story steel moment frames were designed to meet typical strength requirements for office buildings in Seattle, Washington. These models were intentionally designed to violate seismic interstory drift restrictions to test the ability of the linear viscous fluid
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Tell, Sarah. "Vibration mitigation of high-speed railway bridges : Application of fluid viscous dampers." Licentiate thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-205672.

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At the moment of writing, an expansion of the Swedish railway network has started, by constructions of new lines for high-speed trains. The aim is to create a high-speed connection between the most populous cities in Sweden - Stockholm, Göteborg and Malmö, and the rest of Europe. Thereby, the likelihood of faster, longer and heavier foreign trains crossing the Swedish lines is increased. However, this could be problematic since the dynamic response in railway bridges and, consequently, the risk of resonance increases with increasing train speeds. Bridges are usually designed based on contempor
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Miras, Thomas. "Effets de la viscosité et de la capillarité sur les vibrations linéaires d'une structure élastique contenant un liquide incompressible." Phd thesis, Conservatoire national des arts et metiers - CNAM, 2013. http://tel.archives-ouvertes.fr/tel-00877348.

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Ce travail de recherche traite du couplage entre un liquide incompressible, irrotationnel et son contenant : une structure élastique. Cette interaction fluide-structure est traitée dans le cadre des petites déformations autour d'un état d'équilibre.Dans un premier temps, on présente une méthode d'introduction des sources dissipatives visqueuses dans le liquide à partir des équations du système couplé conservatif en s'appuyant sur une approche de type fluide potentiel généralement utilisée pour traiter les problèmes de couplage fluide-structure linéarisés non amortis. Un modèle d'amortissement
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Orihuela, Allende Giuliana Mercedes, and Olarte Cristopher Guy Velazque. "Análisis de la implementación de disipadores fluido-viscosos en el comportamiento torsional de una edificación de 5 niveles localizada en Lima." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2021. http://hdl.handle.net/10757/655857.

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El presente trabajo, consiste en la implementación de estos disipadores fluido-viscosos en una edificación con predominación de muros estructurales de 5 niveles que presenta un comportamiento torsional. El diseño de estos disipadores, parten con el objetivo de diseño de daño moderado y bajo un sismo de 475 años de periodo de retorno, es decir que la deriva objetivo necesario para el diseño es 0.58%. Se analiza bajo la colocación en diagonal para amortiguadores lineales y no lineales. La colocación se hace de manera uniforme, y de manera que compense el movimiento torsional. Se coloca
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Peng, Kang-Tong, and 彭康桐. "Equivalent Damping Ratio for Nonlinear Fluid Viscous Dampers." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/99596654767344363535.

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碩士<br>國立嘉義大學<br>土木與水資源工程學系研究所<br>98<br>Nonlinear fluid viscous dampers are the most widely used seismic energy dissipation devices currently. The increasing of damping is to prevent excessive displacement. The purpose of the study is to discuss the accuracy of the equivalent damping ratio of nonlinear viscous dampers, and it is focused on the modification of the existing design equation of equivalent damping ratio. Conventional equation of equivalent damping ratio is obtained by harmonic loads that are deterministic, but the real external force is the earthquake loads that are random. Thus, th
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Γρηγορίου, Βασίλειος. "Μελέτη συστημάτων σεισμικής προστασίας κρυογενικών δεξαμενών υγροποιημένου φυσικού αερίου με χρήση προσομοιωμάτων πεπερασμένων στοιχείων". 2006. http://nemertes.lis.upatras.gr/jspui/handle/10889/97.

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Στην εργασία αυτή διερευνάται η δυναμική απόκριση κρυογενικών δεξαμενών υγροποιημένου φυσικού αερίου υποκείμενων σε δράση σεισμού. Επειδή οι εν λόγω δεξαμενές αποτελούν κρίσιμα στοιχεία για τη λειτουργία ενός συστήματος διανομής φυσικού αερίου και επειδή ενδεχόμενη καταστροφική αστοχία τους θα είχε δυσβάστακτες κοινωνικές επιπτώσεις, ιδιαίτερα αυστηρές απαιτήσεις ισχύουν σχετικά με τον αντισεισμικό σχεδιασμό τους. Για το σχεδιασμό έναντι σεισμού προδιαγράφονται συνήθως ένα σεισμικό γεγονός με μέση περίοδο επαναφοράς της τάξης των 500 ετών, κατά το οποίο οι δεξαμενές απαιτείται να παραμένουν πλ
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Books on the topic "Fluid Viscous Damping"

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Black, Cameron J. Viscous heating of fluid dampers under wind and seismic loading: Experimental studies, mathematical modeling and design formulae. Dept. of Civil and Environmental Engineering, University of California, 2005.

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Black, Cameron J. Viscous heating of fluid dampers under wind and seismic loading: Experimental studies, mathematical modeling and design formulae. Dept. of Civil and Environmental Engineering, University of California, 2005.

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Black, Cameron J. Viscous heating of fluid dampers under wind and seismic loading: Experimental studies, mathematical modeling and design formulae. Dept. of Civil and Environmental Engineering, University of California, 2005.

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Zhao, Xiaopeng. Electrorheological material and device design and preparation. Nova Science Publishers, 2007.

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Jianbo, Yin, and Tang Hong, eds. Electrorheological material and device design and preparation. Nova Science Publishers, 2008.

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Book chapters on the topic "Fluid Viscous Damping"

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"Passive Dampers." In Structural Dynamics and Static Nonlinear Analysis From Theory to Application. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-4399-3.ch005.

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Civil structures are subjected to various types of loading, which induce severe damage to the structures. Many techniques have been developed for structural rehabilitation; one of the emerging technologies is the use of energy dissipation systems such as fluid viscous dampers (referred to hereafter by FVD). In this chapter, the effect of these devices on the dynamic behavior of an RC building is investigated, with an optimal choice of the linear FVD parameter (i.e., damping coefficient), using a simplified and effective approach. It was found that the maximum inter-story drift of the analyzed retrofitted structures can be significantly reduced compared to the original ones.
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Gherbi, Aboubaker, and Mourad Belgasmia. "Wind Loads on Structures, and Energy Dissipation Systems Optimization." In Optimization of Design for Better Structural Capacity. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-7059-2.ch005.

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Wind has a great impact on civil structures. It is considered a dynamic and random phenomena and it plays an important role in the design of tall structures. Existing buildings with certain height must resist wind effect. Many researchers have developed theories and schemes that consider more thoroughly wind components and the influence of its turbulence on buildings. It is known that any structure inherently dissipates and absorbs energy due to external loads thanks to its inherent damping. In order to improve this capacity and limit structural damage, fluid viscous dampers are commonly used for structural protection; they have confirmed their efficiency and reliability. Many researchers have investigated their effect by inserting them in the structure; some of the optimization methods for the design of these dampers previously used will be discussed. Finally, an effective method for optimal design of additional dampers will be illustrated by an example and discussion.
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"Evaluation of viscous damping due to solid-fluid interaction in a poroelastic layer subjected to shear dynamic actions." In Numerical Methods in Geotechnical Engineering. CRC Press, 2010. http://dx.doi.org/10.1201/b10551-84.

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Conference papers on the topic "Fluid Viscous Damping"

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Moitra, Anutosh. "Role of enthalpy damping in low Mach number viscous computations." In Fluid Dynamics Conference. American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-2169.

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Peiwei, OU, Min Wei, and Wang Dong. "The damping algorithm and design of viscous damper." In 2019 IEEE 8th International Conference on Fluid Power and Mechatronics (FPM). IEEE, 2019. http://dx.doi.org/10.1109/fpm45753.2019.9035913.

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Yagci, Baris, Tikeswar Naik, and Wei-Yang Lu. "Modeling and Experimentation of Viscous Damping for LIGA Structures." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-83027.

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LIGA (from German, LIthographie, Galvanoformung und Abformung) is one of the most viable manufacturing techniques for creating precise micro-mechanical components. Due to their monolithic construction, LIGA structures lack the most important contributor to energy dissipation; the joints. In shock and vibration environments, the low damping capacity can cause functional and structural failures. As a means of increasing the energy dissipation of LIGA structures, this paper experimentally investigates coupled fluid-structural dynamics of LIGA structures when submersed into fluids. The experiments
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Morgenthaler, Daniel R. "Development and testing of an improved viscous fluid damping device for appendage damping and component isolation." In Smart Structures & Materials '95, edited by Conor D. Johnson. SPIE, 1995. http://dx.doi.org/10.1117/12.208886.

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Fan, Xiantao, Yian Du, and Wei Tan. "Vibration Suppression in Frame-Structural Tower With Fluid Viscous Dampers." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93333.

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Abstract Flexible and skyscraping frame-structural tower is sensitive to dynamic loads, that might oscillate intensely under seismic and wind loads. Thus, vibration suppression system is required and fluid viscous damper (FVD) is implemented to suppress such vibration in this study. The vibration behavior of frame-structural tower with FVD (F-FVD) is investigated by an equivalent model combined with experiment under seismic and wind loads, respectively, and the vibration suppression effect is evaluated by the displacement and energy distribution. The equivalent model of the frame-structural to
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Kjolsing, Eric, and Michael Todd. "The impact of boundary conditions and fluid velocity on damping for a fluid conveying pipe in a viscous fluid." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Gyuhae Park. SPIE, 2016. http://dx.doi.org/10.1117/12.2219319.

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Johansen, Per, Niels C. Bender, Anders H. Hansen, and Lasse Schmidt. "Investigation of Squeeze Film Damping and Associated Loads." In ASME/BATH 2017 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/fpmc2017-4300.

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Digital hydraulics have attracted attention towards fast switching valves and the increased focus on reliable fluid power entail that the lifetime of such valves is of great concern. An inherent feature of most valves for digital hydraulics is that of a mechanical end stop. Consequently, the squeeze film damping associated with end stops of switching valves is an interesting topic. This damping effect is perceived as beneficial for high lifetime and low impact sound, as the consequence of lowering the impact velocity at the mechanical end stops. In this paper the squeeze film damping effect is
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Gottlieb, Oded, Michael Feldman, and Solomon C. S. Yim. "Analysis of a Nonlinear Friction Damping Mechanism in a Fluid-Structure Interaction System." In ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0354.

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Abstract Analysis of a nonlinear friction damping mechanism in a fluid-structure interaction system is performed by combining a generalized averaging procedure with a recently developed identification algorithm based on the Hilbert transform. The system considered includes a nonlinear restoring force and a nonlinear dissipation force incorporating both viscous and structural damping. Frequency and damping response backbone curves obtained from simulated data are compared with analytical and approximate solutions and are found to be accurate. An example large scale experiment exhibiting viscous
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Onishi, Hajime, Tomoya Kitamoto, Tsuyoshi Maeda, Hideki Shimohara, Hirochika Tanigawa, and Katsuya Hirata. "Added-Mass and Viscous-Damping Forces Acting on Various Oscillating 3D Objects." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28637.

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In many fluid-structure-interaction problems, the “added mass”, “inertial mass”, “virtual mass”, “carried mass” or “induced mass” is one of important interests. In the present study, the authors propose a simple and efficient method to specify fluid-force coefficients of an oscillating object in stationary fluid. In this method, the authors consider incompressible-and-viscous fluid under the assumption of an infinitesimal oscillation amplitude of a three-dimensional object, and properly modify the Navier-Stokes equations into linear equations, namely, the Brinkman equations. The solving method
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Yeung, Ronald W., and Yichen Jiang. "Effects of Shaping on Viscous Damping and Motion of Heaving Cylinders." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50243.

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Fluid viscosity is known to influence hydrodynamic forces on a floating body in motion, particularly when the motion amplitude is large and the body is of a bluff shape. While these hydrodynamic force or force coefficients have been predicted traditionally by inviscid-fluid theory, much recent advances had taken place in the inclusion of viscous effects. Sophisticated RANS (Reynolds-Averaged Navier Stokes) software are increasingly popular. However, they are often too elaborate for a systematic study of various parameters, geometry or frequency, where many runs with extensive data grid generat
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