Principle Modelling and Testing of an Annular Radial Duct MR Damper

Embed Size (px)

Citation preview

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    1/16

    Accepted Manuscript

    Title: Principle, Modeling, and Testing of AnAnnular-Radial-Duct Magnetorheological Damper

    Author:

    Xian-Xu Bai

    Dai-Hua Wang Hang Fu

    PII: S0924-4247(13)00353-1

    DOI: http://dx.doi.org/doi:10.1016/j.sna.2013.07.028

    Reference: SNA 8416

    To appear in: Sensors and Actuators A

    Received date: 25-1-2013

    Revised date: 24-7-2013

    Accepted date: 25-7-2013

    Please cite this article as: X.-X. Bai, D.-H. Wang, H. Fu, Principle, Modeling,

    and Testing of An Annular-Radial-Duct Magnetorheological Damper, Sensors and

    Actuators: A Physical (2013), http://dx.doi.org/10.1016/j.sna.2013.07.028

    This is a PDF file of an unedited manuscript that has been accepted for publication.As a service to our customers we are providing this early version of the manuscript.

    The manuscript will undergo copyediting, typesetting, and review of the resulting proof

    before it is published in its final form. Please note that during the production process

    errors may be discovered which could affect the content, and all legal disclaimers that

    apply to the journal pertain.

    http://dx.doi.org/doi:10.1016/j.sna.2013.07.028http://dx.doi.org/10.1016/j.sna.2013.07.028http://dx.doi.org/10.1016/j.sna.2013.07.028http://dx.doi.org/doi:10.1016/j.sna.2013.07.028
  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    2/16

    Page 1 of

    Accepte

    dManu

    script

    1

    PRINCIPLE, MODELING, AND TESTING OF AN ANNULAR-

    RADIAL-DUCT MAGNETORHEOLOGICAL DAMPER

    Xian-Xu Bai1,2,*

    , Dai-Hua Wang1,2,

    , and Hang Fu1,2

    1Key Laboratory of Optoelectronic Technology and Systems of the Ministry of Education of China,

    Chongqing University, Chongqing, 400044, Peoples Republic of China2Precision and Intelligence Laboratory, Department of Optoelectronic Engineering, Chongqing

    University, Chongqing, 400044, Peoples Republic of China

    ABSTRACT

    Aiming at improving the efficiency of magnetorhelogical (MR) dampers, the principle of an annular-

    radial-duct MR damper (ARDMRD), in which annular-radial ducts in series in MR fluid flow channel are

    integrated, is presented and the prototype of the ARDMRD is designed and fabricated. The mathematical

    model of the ARDMRD considering the nonlinear flow effect of the MR fluid in the flow channel is

    established. The finite element analysis (FEA) is utilized to validate the principle of the ARDMRD and

    obtain the magnetic properties of its magnetic circuit. The controllable damping force and equivalent

    damping of the ARDMRD are tested on the established experimental setup based on MTS 849 shockabsorber test system and compared with the theoretical results based on the mathematical model and FEA.

    The tested controllable damping force of the ARDMRD under excitation velocity of 0.19 m/s is as high as

    3149 N and the tested damping force range of the ARDMRD under excitation velocities of 0.025-0.19 m/s

    is 140-3149 N. The research results show that the designed magnetic circuit structure of the ARDMRD is

    beneficial to improving the efficiency of the MR damper and the established mathematical model of the

    ARDMRD can describe and predict its damping force performance accurately.

    Keywords: Magnetorheological fluid damper, annular-radial duct, efficiency, magnetic saturation.

    I. INTRODUCTION

    Magnetorheological (MR) fluids [1-3], as one kind of typical active materials, have attracted considerable

    interests recently as it can provide a simple and rapid response interface between electronic control and

    mechanical systems. MR dampers, which take the advantages of MR fluids, have excellent performances as

    one promising semi-active actuator, including rapid response, controllable damping force, simple structure,

    and low power consumption. Even the control systems fail to work, MR dampers can still act as passive

    actuators in semi-active control systems based on MR dampers.

    Over the past two decades, MR dampers with various magnetic circuit structures have been presented,

    studied, and applied in semi-active control systems [4-10]. Carlson and Chrzan [11] presented a MR

    damper principle with an annular fluid flow channel in 1994 and developed a commercially available MR

    dampers (type: RD-1005-3, LORD Corp.). Later, Carlson and Spencer [10] presented a full-scale MRdamper with the same structure used in civil structures with the maximum controllable damping force of as

    high as 20 kN. However, the volume of the MR fluid in one MR damper is over 5 liters. Thence, MR

    dampers with bypass valves [12-14] and with bifold valves [15] have been studied. The controllable

    damping force of the MR dampers with bypass valves is much larger than that of the traditional ones,

    whereas the MR dampers always occupies much larger installation space. As for the MR damper with

    * E-mail: [email protected] (Xian-Xu Bai) Author to whom any correspondence should be addressed. E-mail: [email protected] (Dai-Hua Wang); Tel: +86 23 6511 2105; Fax: +86 23 6511 2105;URL: http://www.pilab.coe.cqu.edu.cn/

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    3/16

    Page 2 of

    Accepte

    dManu

    script

    2

    bifold valves, two identical MR valves are set at the two ends of the cylinder of the MR damper, which

    makes the structure of the MR damper complex. How to improve the controllable damping force and the

    efficiency simultaneously and guarantee the installation space of MR dampers is a challenge which should

    be confronted and solved when designing MR dampers. Besides, in order to control the MR dampers based

    semi-active systems efficiently, the mathematical models of the MR dampers, i.e., the damping force

    performance, should be described and predicted efficiently by the established models. For the MR dampers

    that are applied in low-speed environments, the quasi-steady models [16,17] are adequate to describe the

    damping force of the MR dampers. While for the high-speed applications, the nonlinear flow effect of the

    MR fluid [14,18,19] or the effect of MR fluid-walls of the MR dampers [20-23] are of significance and not

    negligible.

    Ai and Wang [24,25] presented an MR valve with both annular and radial fluid flow resistance gaps and

    the efficiency of the MR valve was improved apparently. Nguyen et al [26,27] further simulated and

    optimized the structure of the MR valve based on the principle for optimizing MR valves and MR dampers

    with constrained volume presented by Rosenfeld and Wereley [28], and obtained the same results with

    those by Ai and Wang [24,25].

    Based on the structural principle of the MR valve presented by Ai and Wang [24,25], this paper presents

    an annular-radial-duct MR damper (ARDMRD) with integrated annular-radial ducts in series in the MR

    fluid flow channel. The prototype of the ARDMRD is designed, fabricated, and mathematically modelled.The principle and performances of the ARDMRD are theoretically and experimentally validated. In

    addition, the performances of the developed ARDMRD are compared with a commercially available MR

    damper (type: RD-1005-3, LORD Corp.).

    II. PRINCIPLE AND PROTOTYPE

    Figures 1(a) and 1(b) show the structural principle and three-dimensional (3D) drawing of the

    ARDMRD, respectively, and figure 1(c) shows the photograph of the exploded components of the

    ARDMRD fabricated with the structural dimensions and materials properties as listed in table 1.

    Observing figure 1, the ARDMRD comprises the piston unit, piston rod, and damper cylinder. The piston

    unit consists of a magnetic core with a through-hole in center, two magnetic circular disks, an exciting coilwound on the nonmagnetic bobbin, a magnetic core cylinder, nonmagnetic washers, and nonmagnetic

    positioning pins. Two identical circular disks are connected to the two ends of the magnetic core by pins

    and the radial ducts are formed. The washers that are coaxially installed with the corresponding pins

    guarantee the thickness of the radial ducts. The core that is housed in the bobbin and connected with two

    circular disks is coaxially positioned in the core cylinder. Then the annular ducts are formed between the

    inner circumference of the core cylinder and the outer circumferences of the circular disks, as shown in

    figures 1(a) and 1(b). As it can be seen in figures 1(a) and 1(b), as the piston compresses (rebounds)

    relative to the damper cylinder, the MR fluid flows from the lower (upper) annular duct into lower (upper)

    radial duct. Then the MR fluid flows into the upper (lower) radial duct through the central hole of the core.

    At last, the MR fluid flows out of the piston through the upper (lower) annular duct. The MR fluid is filled

    in to flow in the channels by a pressure drop, which is controlled by the magnetic field.The magnetic field generated by the exciting coil with current starts from the core, goes though the radial

    duct, circular disk, annular duct, along the core cylinder, through the annular duct, circular disk, and radial

    duct to complete a closed magnetic circuit. When applying a magnetic field, the MR fluid flowing through

    the annular-radial duct will give rise to pressure drop at the two ends of the duct because of the yield stress

    of the MR fluid. The yield stress continuously increases with increasing the current applied to the exciting

    coil before the magnetic field strength for the MR fluid/ARDMRD structure is saturated. In this way, the

    damping force generated by the ARDMRD can be controlled continually by tuning the current applied to

    the exciting coil.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    4/16

    Page 3 of

    Accepte

    dManu

    script

    3

    MRF

    2rd

    ta2rp tc

    trha

    h

    tr

    ha

    2rc

    x(t)

    Piston rod

    Damper cylinder

    Circular disk

    Core

    Core cylinder

    Magnetic flux

    Exciting coil

    Bobbin

    Radial duct

    2rpr

    2ro

    Annularduct

    (a)

    Piston rod

    Diversion hole

    Annular duct

    Radial ductWasher

    Magnetic flux

    Exciting coil

    Central hole of coreCore

    Core cylinder

    Positioning disk

    MR fluidFloating piston

    Accumulator

    Circular diskCircular disk

    Positioning pin

    (b)

    (c)

    Figure 1. Developed ARDMRD: (a) the structural principle, (b) the 3D drawing, and (c) the photograph of

    the exploded components.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    5/16

    Page 4 of

    Accepte

    dManu

    script

    4

    Table 1. Structural dimensions and materials properties of the developed ARDMRD.

    Parameter Symbol Value

    Damper length lD 185 [mm]

    Damper radius rD 24 [mm]

    Radius of piston rod rpr 5 [mm]

    Piston radius rp 20 [mm]

    Radius of circular disk rd

    12.84 [mm]

    Radius of core rc 10.54 [mm]

    Radius of central hole of core ro 3.5 [mm]

    Height of annular duct ha 8.6 [mm]

    Thickness of radial duct tr 1.0 [mm]

    Thickness of annular duct ta 1.0 [mm]

    Thickness of core cylinder tc 6.36 [mm]

    Core height h 30 [mm]

    Piston maximum displacement s 50 [mm]

    Exciting coil turns N 280 [Turns]

    Magnetic steel material 20#

    steel

    Nonmagnetic steel material 304#

    steelDensity of MR fluid 3.0810

    3[kg/m

    3]

    III. THEORETICAL MODELING

    As it can be seen from figure 1, the operation mode of the MR fluid in the ARDMRD is the valve mode

    [2]. The damping force of the ARDMRD can be expressed as

    apmlra

    fAPPPF (1)

    where aP and rP are the pressure drops through the annular ducts and the radial ducts, respectively;

    ml

    P is the minor loss pressure drop due to the elbows, such as sudden expansions and contractions alongthe MR fluid flow channels; fa is the force generated by the accumulator; Ap is the effective area of the

    piston and can be written as

    2pr2

    d

    2

    ad

    2

    pp rrtrrA (2)

    where pr , dr , and prr are the radii of the piston, circular disk, and piston rod, respectively; at is the

    thickness of the annular duct.

    The pressure drop through the annual ducts can be expressed as

    aaa2 PPP (3)

    wherea

    P and aP are the viscous component and field-dependent induced yield stress component,

    respectively, and can be expressed as

    ad

    3

    a

    aaa

    2

    1

    6

    trt

    hQP

    (4)

    a

    ayaa

    at

    hcP

    (5)

    where is the viscosity of the MR fluid without magnetic field; aQ is the volume flow rate of the MR

    fluid through the annular duct and dpa VAQ if dV is the piston velocity; ah is the height of the annular

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    6/16

    Page 5 of

    Accepte

    dManu

    script

    5

    duct;ya

    is the yield stress of the MR fluid in the annular duct; ac is a correction factor dependent on the

    volume flow rate and yield stress of the MR fluid through the annular ducts or the pressure drop through

    the annular ducts and can be given by [27]

    ya

    2

    aada

    aa

    2

    18.012

    1207.2

    ttrQ

    Qc

    (6)

    The pressure drop through the radial ducts of the piston can be expressed as

    rrHrCr2 PPPP (7)

    whererCP and rHP are the pressure drops due to the MR fluid when flowing into and out from the

    central hole of the core, respectively; rP is the pressure drop due to the yield stress of the MR fluid

    through the radial ducts.rCP , rHP , and rP can be respectively expressed as

    o

    c

    3

    r

    rC

    3

    r

    rCrC ln

    6d

    6c

    o r

    r

    t

    Qr

    rt

    QP

    r

    r

    (8)

    c

    o

    3

    r

    rH

    3

    r

    rHrH ln

    6d

    6o

    c

    r

    r

    t

    Qr

    rt

    QP

    r

    r

    (9)

    ocr

    yrr

    r

    yrr

    r dc

    o

    rrt

    cr

    t

    cP

    r

    r

    (10)

    where rCQ and rHQ are the volume flow rates of the MR fluid when flowing out from and into the central

    hole of the core, respectively, and arHrC QQQ ; rt is the thickness of the radial duct; rc = ac [17]; yr is

    the yield stress of the MR fluid in the radial ducts.

    The minor loss pressure drop mlP in Equation (1) can be given by [14,18,19]

    ml2o2r2aml 222

    KVVVP

    (11)

    where is the mass density of the MR fluid; Va, Vr, and Vo are the average flow rates of the MR fluid in

    the annular duct, radial duct, and central hole of the core, respectively; Kml is the overall minor loss

    coefficient [14,18,19].

    Combining Equations (1)-(3), (7), and (11), the damping force of the ARDMRD can be rewritten as

    aml2o2r2a

    r

    ocyrr

    a

    ayaa

    o

    c

    3

    r

    a

    ad

    3

    a

    aap 22

    2

    22ln

    12

    2

    1

    12fKVVV

    t

    rrc

    t

    hc

    r

    r

    t

    Q

    trt

    hQAF

    (12)

    The equivalent damping [29], which is defined by the ratio of the energy dissipated over a closed circle in

    a sinusoidal displacement excitation system to the properties of the excitation conditions, can be expressedas

    2eq X

    EC

    (13)

    where and X are the frequency and amplitude of the sinusoidal displacement excitation to the

    ARDMRD, respectively; E is the energy dissipated in one cycle, i.e., the area enclosed by the force-

    displacement diagram, and can be written as

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    7/16

    Page 6 of

    Accepte

    dManu

    script

    6

    cycle

    2

    0dd

    txFxFE (14)

    where x is the velocity of the piston of the ARDMRD under the sinusoidal displacement excitation.

    IV. FINITE ELEMENT ANALYSIS

    FEA on the ARDMRD is conducted based on the software package Maxwell 2D. Considering that theARDMRD is an axis-symmetric structure, as shown in figure 1, a model of the magnetic circuit of the

    ARDMRD is utilized to conduct the FEA. Figure 2 shows the axisymmetric entity model of the piston of

    the ARDMRD with the structural dimensions and materials properties as listed in table 1 for FEA using

    Maxwell 2D. Figures 3(a) and 3(b) show the corresponding contours of the magnetic flux density and the

    magnetic flux of the ARDMRD applied with a 2.00 A current, respectively. Figure 4 shows the magnetic

    flux densities along the annular and radial ducts of the ARDMRD applied with a 2.00 A current.

    Observing figure 3(a), when the exciting coil is applied with a current of 2.00 A, the magnetic flux

    densities in the areas of the annular ducts and radial ducts are nearly 0.5 and 1.0 Tesla, respectively.

    Observing figure 3(b), the contours of the magnetic flux of the ARDMRD show the closed magnetic circuit,

    which validates the principle presented in section II.

    Circular disk #1

    MRfluid

    Core

    Excitingcoil

    Radial duct #1

    Annularduct#1

    Radial duct #2 Annularduct#2

    Corecylinder

    Bobbin

    Circular disk #2

    Figure 2. Axisymmetric entity model of the ARDMRD.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    8/16

    Page 7 of

    Accepte

    dManu

    script

    7

    (a)

    Detectingline #1

    Detectingline #2

    Detectingline #3

    Detectingline #4

    (b)

    Figure 3. Contours of the magnetic circuit of the ARDMRD applied with a 2.00 A current: (a) the magnetic

    flux density contours and (b) the magnetic flux contours.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    9/16

    Page 8 of

    Accepte

    dManu

    script

    8

    Figure 4. Magnetic flux densities along the MR fluid flow ducts when the ARDMRD applied with a 2.00 A

    current.

    Observing figure 4, at the field-on state, i.e., the maximum current case, the magnetic flux densities along

    the radial and annular ducts are obtained by using four detecting lines (#1-#4) in the radial and annular

    ducts as shown in figure 3(b). The magnetic flux densities of the radial ducts along the detecting lines #2

    and #3 are larger than those of the annular ducts along the detecting lines #1 and #4, and the magnetic flux

    densities of the radial ducts and annular ducts are 1.0 and 0.43 Tesla, respectively, as also shown in figure

    3(a). In addition, according to the FEA results given above and literatures [26,27], the magnetic properties

    of the ARDMRD can be further optimized by considering the thickness of the annular and radial ducts.

    As given by Equations (1)-(12), the damping force of the ARDMRD is determined by the geometries of

    the ARDMRD, the yield stress of the MR fluid in the MR fluid flow ducts, and the excitation velocity. In

    other words, if the magnetic flux density along the MR fluid flow ducts, which determines the yield stressof the MR fluid, can be obtained, the damping force of the prototype of the ARDMRD could be calculated

    using the theoretical model (Equations (1)-(12)). Similar with the field-on state shown in figure 4, by using

    FEA, the magnetic properties of the magnetic circuit of the ARDMRD when applied with 0.5 A, 1.0 A, and

    1.5 A currents can also be obtained. The magnetic flux density along the annular and radial ducts of the

    ARDMRD applied with 0.5 A, 1.0 A, and 1.5 A, are 0.13 Tesla and 0.25 Tesla, 0.23 Tesla and 0.51 Tesla,

    and 0.34 Tesla and 0.75 Tesla, respectively.

    It is noted that a commercial available MR fluid (MRF-132DG) [30] from LORD Corporation is used for

    FEA, numerical simulation, and experimental testing in this study. The magnetic properties of the MR fluid

    was curve fitted using least-squares method and given in literature [19].

    V. EXPERIMENTAL TESTING AND CHARACTERIZATION

    The ARDMRD, as well as a commercially available MR damper (type: RD-1005-3, LORD Corp.) with

    an annular fluid flow channel [11], are tested on the established experimental setup based on the MTS 849

    shock absorber test system and auxiliary devices, as shown in figure 5. Figure 6 shows the measured

    damping force-displacement-frequency of the developed ARDMRD under 1 Hz and 3 Hz sinusoidal

    displacement excitations with amplitude of 10 mm for nine current levels, 0 A, 0.25 A, 0.50 A, 0.75 A,

    1.00 A, 1.25 A, 1.50 A, 1.75 A, and 2.00 A. Figure 7 shows the tested and theoretically predicted damping

    forces generated by the ARDMRD under 1 Hz sinusoidal displacement excitation with amplitude of 10 mm

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    10/16

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    11/16

    Page 10 o

    Accepte

    dManu

    script

    10

    Figure 6. Measured damping forces of the developed ARDMRD.

    Figure 7. Measured and predicted damping forces of the developed ARDMRD under 1 Hz sinusoidal

    displacement excitation with amplitude of 10 mm.

    As it can be seen from figure 7, the established mathmatical model using the magnetic properties of the

    MR fluid flow ducts of the ARDMRD presented in FEA section could describe and predict the damping

    force performance of the ARDMRD accurately. For the field-off state, i.e., no current case, the viscousdamping force of the ARDMRD is difficult to model due to its complex structure and MR fluid flow

    channel. However, as presented in figure 7, the calculated damping force tracks very well the tested

    damping force, which shows the effectiveness of the established model. As the current increases, the tested

    and predicted damping forces increase and the damping force calculated by the model could still track the

    tested damping force well. It should be noted that both the deformations on the top left corner and lower

    right corner, as shown in figures 6 and 7, result from the insufficient pressure of the exterior accumulator

    [32].

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    12/16

    Page 11 o

    Accepte

    dManu

    script

    11

    Observing figure 8(a), the experimental and theoretical results are nearly the same for the field-off state,

    as also shown in figure 7. For the field-on state, the difference between the experimental and theoretical

    results increases with increasing the excitation velocity, which might attribute to the deformation of the

    measured force-displacement curves for higher velocities due to the insufficient pressure of the accumulator,

    as shown in figures 6 and 7. According to above analysis, the mathematical model of the ARDMRD

    considering the nonlinear flow effect of the MR fluid can predict the damping force performance of the

    ARDMRD effectively.

    (a)

    (b)

    Figure 8. Damping force ranges of: (a) the ARDMRD and (b) the commercially available MR damper

    (type: RD-1005-3, LORD Corp.).

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    13/16

    Page 12 o

    Accepte

    dManu

    script

    12

    (a)

    (b)

    Figure 9. Equivalent damping of the developed ARDMRD and the commercially available MR damper

    (type: RD-1005-3, LORD Corp.) under the sinusoidal displacement excitations with frequency of: (a) 1 Hz

    and (b) 3 Hz.

    As seen from figures 8(a) and 8(b), the damping force range of the ARDMRD is much larger than that of

    the RD-1005-3 when the same electric power and excitation velocity applied to the ARDMRD and the RD-

    1005-3. It is worth noting that the diameter (40 mm) of the piston of the ARDMRD is close to that (38 mm)

    of the RD-1005-3. With identical electric powers, as the states of the MR dampers switches from the field-

    off to the field-on, the damping force of the ARDMRD increases as much as around twice as the RD-

    1005-3 does. This means that the ARDMRD structure could use the electric power more efficiently.

    Observing figure 9, under the identical excitations of the electric power and sinusoidal displacement, the

    equivalent damping of the ARDMRD is much larger than that of the RD-1005-3. In addition, the equivalent

    damping of the ARDMRD saturates significantly when the current reaches over 1.50 A, while the

    equivalent damping of the RD-1005-3 saturates when the current reaches over 1.00 A. That is, the magnetic

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    14/16

    Page 13 o

    Accepte

    dManu

    script

    13

    circuit of the ARDMRD is better than that of the RD-1005-3. We can draw a similar conclusion indicated

    by figure 8 that the magnetic circuit structure of the ARDMRD with the annular-radial duct structure could

    use the magnetic field generated by the exciting coil more efficiently. That is to say, the electric power can

    be utilized more efficiently and the efficiency of the MR damper is improved by using better structures.

    However, as it can be seen from figures 8(a) and 8(b), as the excitation velocity increases from 0.025 m/s

    to 0.19 m/s, the maximum controllable damping force of the ARDMRD increases from 2327 N to 3149 N,

    while that of the RD-1005-3 increases from 1217 N to 1638 N. This increased damping force is totally

    generated by the viscous pressure drop. Similarly, as shown in figures 9(a) and 9(b), as the displacement

    excitation frequency increases, the equivalent damping for the non-zero current cases decreases while the

    equivalent damping for the no current case increases, which means that the controllable damping ratio of

    the ARDMRD decreases dramatically as the excitation velocity increases. According to the definition of the

    controllable damping ratio [31], Equation (12) indicates that the controllable damping ratio of the

    ARDMRD would be influenced by the excitation velocity and could be enlarged by optimizing the

    thickness of the annular ducts and radial ducts and the length of the central hole of the core.

    VI. CONCLUSION

    In this paper, the principle of the ARDMRD, in which annular-radial ducts in series in MR fluid flowchannel were integrated, was presented to improve the efficiency of MR dampers. Based on the ARDMRD

    principle, the ARDMRD prototype was designed and fabricated. Considering the nonlinear flow effect of

    the MR fluid in the flow channel, the theoretical model of the ARDMRD was derived to demonstrate its

    damping force performance. The principle of the ARDMRD was validated by FEA and the magnetic

    properties of the magnetic circuit of the ARDMRD was obtained by FEA. Under the same excitations of

    electric power and sinusoidal displacement, the experimentally tested characteristics of the ARDMRD were

    compared with those of the RD-1005-3 from LORD Corp., including the controllable damping force and

    equivalent damping. According to the experimental results, the ARDMRD could provide a large

    controllable damping force as high as 3149 N under excitation velocity of 0.19 m/s and a large damping

    force range from 140 N to 3149 N under excitation velocities from 0.025 m/s to 0.19 m/s. The magnetic

    circuit of the ARDMRD is superior to the RD-1005-3 and the ARDMRD could use the electric power more

    efficiently than the RD-1005-3. In addition, thanks to considering the nonlinear flow effect, the derived

    mathematical model of the ARDMRD could describe and predict the damping force performance of the

    ARDMRD accurately.

    ACKNOWLEDGEMENTS

    The authors would like to acknowledge the financial support of the National Natural Science Foundation of

    China (Grant No. 60774042), the Fundamental Research Funds for the Central Universities (project No.

    CDJXS11122217), the Program for New Century Excellent Talents in University (grant No. NCET-05-0765), and the Foundation for the Author of National Excellent Doctoral Dissertation of PR China (grant

    No. 200132).

    REFERENCES

    [1] W.I. Kordonsky, Magnetorheological effect as a base of new devices and technologies, J. Magn.

    Magn. Mater., vol. 122, pp. 395-398, 1993.[2] O. Ashour, C.A. Rogers, W. I. Kordonsky, Magnetorheological fluids: materials, characterization, and

    devices,J. Intell. Mater. Syst. Struct., vol. 7, pp. 123-130, 1996.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    15/16

    Page 14 o

    Accepte

    dManu

    script

    14

    [3] L. Zipser, L. Richter, U. Langey, Magnetorheologic fluids for actuators, Sens. Actuators A, vol. 92, pp.

    318-325, 2001.[4] K.H. Lam, Z.H. Chen, Y.Q. Ni, H. L. W. Chan, A magnetorheological damper capable of force and

    displacement sensing, Sens. Actuators A, vol. 158, pp. 51-59, 2010.

    [5] M.N. Sheikh, J. Xiong, W.H. Li, Reduction of seismic pounding effects of base-isolated RC highway

    bridges using MR damper, Struct Eng Mech, vol. 41, pp. 791-803, 2012.[6] C. Spelta, F. Previdi, S.M. Savaresi, G. Fraternale, N. Gaudiano, Control of magnetorheological

    dampers for vibration reduction in a washing machine,Mechatronics, vol. 19, 410-421, 2009.[7] X.Q. Truong, K.K. Ahn, Nonlinear black-box models and force-sensorless damping control for

    damping systems using magneto-rheological fluid dampers, Sens. Actuators A, vol. 167, pp. 556-573,

    2011.

    [8] D.H. Wang, W.H. Liao, Semi-active suspension systems for railway vehicles usingmagnetorheological dampers: Part I. system integration and modeling, Veh. Syst. Dyn., vol. 47,

    pp.1305-1325, 2009.

    [9] D.H. Wang, W.H. Liao, Semi-active suspension systems for railway vehicles usingmagnetorheological dampers: Part II. simulation and analysis, Veh. Syst. Dyn., vol. 47, pp.1439-1471,

    2009.

    [10] J.D. Carlson, B.F. Spencer Jr., Magneto-rheological fluid dampers for semi-active seismic control,

    Proceedings of 3rd International Conference on Motion and Vibration Control, Chiba, Japan, vol. 3,pp. 35-40, 1996.

    [11] J.D. Carlson, M.J. Chrzan, Magnetorheological fluid dampers, US Patent, No. 5,277,281, 1994.

    [12] W. Hu, E. Cook, N.M. Wereley, Energy absorber using a magnetorheological bypass valve filled withferromagnetic beads,IEEE Trans. Magn., vol. 43, pp. 2695-2697, 2007.

    [13] R. Robinson, W. Hu, N.M. Wereley, Linking porosity and tortuosity to the performance of a magneto-

    rheological damper employing a valve filled with porous media, IEEE Trans. Magn., vol. 46, pp.2156-2159, 2010.

    [14] G. Aydar, X. Wang, F. Gordaninejad, A novel two-way-controllable magneto-rheological fluid

    damper, Smart Mater. and Struct., vol. 19, pp. 065024 (7pp), 2010.

    [15] M. Mao, W. Hu, Y.T. Choi, N.M. Wereley, A magnetorheological damper with bifold valves for shock

    and vibration mitigation,J. Intell. Mater. Syst. Struct., vol. 18, 1227-1232, 2007.[16] S.J. Dyke, B.F. Spencer, M.K. Sain, J.D. Carlson, Modeling and control of magnetorheological

    dampers for seismic response reduction, Smart Mater. and Struct., vol. 5, pp. 565-575, 1996.[17] D.H Wang, W.H Liao, Magnetorheological fluid dampers: a review of parametric modeling, Smart

    Mater. and Struct., vol. 20, pp. 023001 (34pp), 2011.

    [18] M. Mao, Y.T. Choi, N.M. Wereley, Effective design strategy for a magnetorheological damper using anonlinear flow model, Proceedings of SPIE Conference on Smart Structures/NDE, San Diego, USA,

    March 7-9, vol. 5760, pp. 446-455, 2005.

    [19] X.X. Bai, N.M. Wereley, Y.T. Choi, D.H. Wang, A bi-annular-gap magnetorheological energy

    absorber for shock and vibration mitigation, Proceedings of SPIE Conference on SmartStructures/NDE, San Diego, USA, March 11-15, vol. 8341, pp. 834123 (21pp), 2012.

    [20] A. Spaggiari, E. Dragoni, Effect of pressure on the flow properties of magnetorheological fluids, J.Fluids Eng., vol. 134, pp. 091103, 2012.

    [21] E. Costa, P.J.C. Branco, Continuum electromechanics of a magnetorheological damper including the

    friction force effects between the MR fluid and device walls: analytical modelling and experimental

    validation, Sens. Actuators A, vol. 155, pp. 82-88, 2009.[22] M.S. Alkan, H. Gurocak, B. Gonenc, Linear magnetorheological brake with serpentine flux path as a

    high force and low off-state friction actuator for haptics,J. Intell. Mater. Syst. Struct., April 5, 2013.

    [23] F. Omidbeygi, S.H. Hashemabadi, Experimental study and CFD simulation of rotational eccentriccylinder in a magnetorheological fluid,J. Magn. Magn Mater., vol. 324, pp. 2062-2069, 2012.

  • 7/27/2019 Principle Modelling and Testing of an Annular Radial Duct MR Damper

    16/16

    Accepte

    dManu

    script

    15

    [24] H.X. Ai, D.H. Wang, W.H. Liao, Design and modeling of a magnetorheological valve with both

    annular and radial flow paths,J. Intell. Mater. Syst. Struct., vol. 17, pp. 327-334, 2006.[25] D.H. Wang, H.X. Ai, W. H. Liao, A magnetorheological valve with both annular and radial fluid flow

    resistance gaps, Smart Mater. and Struct., vol. 18, pp. 115001 (16pp), 2009.

    [26] Q.H. Nguyen, Y.M. Han, S.B. Choi, N.M. Wereley, Geometry optimization of MR valves constrained

    in a specific volume using the finite element method, Smart Mater. and Struct., vol. 16, pp. 2242-2252, 2007.

    [27] Q.H. Nguyen, S.B. Choi, N.M. Wereley, Optimal design of magnetorheological valves via a finiteelement method considering control energy and a time constant, Smart Mater. and Struct., Vol. 17,No. 2, pp. 025024 (12pp), 2008.

    [28] N.C. Rosenfeld, N. M. Wereley, Volume-constrained optimization of magnetorheological and

    electrorheological valves and dampers, Smart Mater. and Struct., vol. 13, pp. 1303-1313, 2004.[29] R.A. Snyder, G.M. Kamath, N.M. Wereley, Characterization and analysis of magnetorheological

    damper behavior under sinusoidal loading,AIAA Journal, vol. 39, pp. 1240-1253, 2001.

    [30] Http://www.lord.com[31] D.H. Wang, T. Wang, Principle, design and modeling of an integrated relative displacement self-

    sensing magnetorheological damper based on electromagnetic induction, Smart Mater. and Struct.,

    vol. 18, pp. 095025 (20pp), 2009.

    [32] D.H. Wang, X.X. Bai, W.H. Liao, An integrated relative displacement self-sensingmagnetorheological damper: prototyping and testing, Smart Mater. and Struct., vol. 19, pp. 105008

    (19pp), 2010.

    BIOGRAPHIES

    Xian-Xu Bai is a Ph.D. student in Department of Optoelectronic Engineering at Chongqing University,Chongqing, China. His current research interests focus on the magnetorheological damper/energy absorber

    for vibration and shock mitigation and energy harvesting based on smart materials and structures. He is

    now a student member of ASME and SPIE.

    Dai-Hua Wang received the Doctor of Engineering degree in instrument science and technology from

    Chongqing University, Chongqing, China, in 1999. Now he is a professor with Chongqing University andthe founding director of the Precision and Intelligence Laboratory (http://www.pilab.coe.cqu.edu.cn/) there.

    Currently, he serves on the Editorial Board of the IOP Journal of Smart Materials and Structures. His

    current research interests include fiber optic sensor technology, opto-mechatronic technology &equipments, micro-/nano-manipulation technology and systems, smart structures and systems, and super-

    precision measurement technology.

    Hang Fu received his BEng. and MEng. degrees in instrument science and technology from ChongqingUniversity, Chongqing, China, in 2009 and 2012, respectively. He is currently an employee of Zoomlion

    Heavy Industry Science & Technology Development Corp., Ltd., Changsha, China.