# Thermodynamic Behaviors of a Kind of Self-Decoupling Magnetorheological Damper

Authors: Guojun Yu; Chengbin Du; Tiger Sun
Journal: Shock and Vibration
 (2015)

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## Abstract

A theoretical model of temperature change on a kind of self-decoupling magnetorheological (SDMR) damper was established based on conservation of energy, and the constraint equation for structural design parameters of the SDMR damper was improved to satisfy heat dissipation requirements in this work. According to the theoretical model and improved constraint equation, the main structure parameters of SDMR damper were obtained and the damper was tested. The temperature performance test results indicate that the rising temperature makes the damping force decline, and the main affection factors of temperature variation are excitation methods and input current. The results also show that the improved constraint equation and design method introduced are correct and efficient in the engineering.


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## Body

## 1. Introduction

The magnetorheological (MR) damper is an excellent and controllable damper based on MR intelligent materials [1–4]. Its biggest advantage is that a computer can be used to adjust the parameters automatically according to the structure’s vibration response [5, 6], thus achieving the best effect for the intelligent control of structure vibration. MR dampers using civil engineering structure control have large stress amplitude and sudden change in work current [7, 8], therefore making the energy caused by an earthquake or wind vibration convert more internal heat. Thus, the working temperature of MR damper increases greatly in a short time, which is a topic rarely studied both in the country and abroad. Goncalves and Ahmadian [9] studied the energy dissipated in an MR damper for semiactive vehicle suspensions and recognized that there is a decline in the performance of the damper due to temperature changes. Liu et al. [10] studied semiactive suspension control of a High Mobility Multipurpose Wheeled Vehicle (HMMWV) using the fail-safe MR damper; the results indicate that temperature changes greatly influence the performance of the suspension system. Gordaninejad and Kelso [11] analysed the effect of heat transfer when the damper used in off-highway, high-payload vehicles, and a fluid-mechanics-based theoretical model along with a 3D finite element electromagnetic analysis is utilized to predict the MRF damper performance. Dogrouz et al. [12, 13] presented a lumped system model for predicting the heat transfer from fail-safe MR fluid dampers, and the results show that the model slightly overpredicts the temperature rise when compared to experimental data, the heat transfer can be considerably enhanced with the use of the fins, and both the mechanical and electrical power input contribute substantially to the temperature rise. Ramos et al. [14] presented a model to predict the thermal performance of automotive twin-tube shock absorbers simulating a thermal stability test. To get a better correlation between the model and the experimental results, it was proposed that the temperatures of the internal components of the shock absorber are measured to adjust the coefficients of the internal convection correlations. Batterbee and Sims [15] considered temperature sensitive controller performance of MR dampers. A dynamic temperature-dependent model of an MR damper was first developed and validated. Wilson and Wereley [16] presented a physically motivated model to capture the MR damper behavior, including the contributions of fluid and pneumatic stiffness of the damper realized at high piston velocity. The effect of damper self-heating on the model parameters was investigated and the trends with temperature variation are presented. Marr et al. [17] developed a nonlinear, temperature-dependent model, which demonstrates the ability to capture trends in both frequency and dynamic displacement for both the storage and loss moduli over a range of frequencies (0.35 Hz–15 Hz), a range of displacements (0.005 in–0.3 in), and a range of temperatures (−40°F–140°F). The model is able to predict the more pronounced nonlinearities at the higher frequencies, higher displacements, and large temperature changes. Black and Makris [18] summarized the results from a comprehensive experimental program in an effort to better understand the phenomenon of viscous heating of fluid dampers under small-stroke (wind loading) and large-stroke (earthquake loading) motions. The study presents a valuable formula that can be used in practice to estimate the internal fluid temperature of the damper given the external shell temperature.The existing MR dampers are designed for the linear vibration of structures; the damping effect is obvious for the structure of weak nonlinearity. When MR dampers are installed within the skeleton of buildings to suppress the low degree earthquakes or wind-induced vibrations, the piston displacements and velocities are relatively small. In contrast, there are a lot of the strong nonlinear behaviors in actual structures when strong earthquakes occur; the MR dampers are incorporated either in the seismic isolation system of structures or between the towers/peers and the deck of bridges; the piston displacements and velocities can be large [18]. The damper design for the application of nonlinear structure has become an important research field. MR dampers suppress the kinetic energy of structures into heat. When the dampers undergo large displacement histories and small but prolonged displacement histories, the temperature rise within the MR fluid of the damper might be appreciable to the extent that it may damage the damper.This work presents a comprehensive experimental study on the problem of viscous heating of MR dampers. We developed a self-decoupling magnetorheological (SDMR) damper with a 360 KN maximum damping force and the SDMR damper is suitable for the vibration control of nonlinear civil engineering structures, and it consists of self-decoupling device which is activated depending on the structure displacement [19]. The paper explored the influence of temperature changes on the damper performance. We analyzed the temperature change when the damper is at work to provide theoretical basis for valuable formula modeling and simulation and for further experimental research.


## 2. Design Principle and Thermodynamics of SDMR Damper

The damping force equation of the SDMR damper is given [19]. Consider(1)F=3ηLπDi2-d224πDih3x˙+3LπDi2-d21+Jx4hτysgnx˙+Kx,where(2)Jx=xsgnx˙+S-2x0x0,-1,-S≤xsgnx˙≤x0-S-1,x0-S≤xsgnx˙≤x0+x1-Sxsgnx˙+S-2x0-x1x0,-1,x0+x1-S≤xsgnx˙≤2x0+x1-S0,2x0+x1-S≤xsgnx˙≤SKx=kxsgnxsgnx˙,S≤C-kx,xsgnx˙<C-S,S>Ckx,C-S<xsgnx˙<2C-S,S>C0,xsgnx˙>2C-S,S>C,where F is the damping force, L is the effective length of the piston, Di is the cylindrical inner diameter, d is the diameter of the rod, h is the size of the working space, v is the piston velocity, τy is the yield stress of the MRF, and η is the off-state viscosity of the MRF. S is the amplitude, x0 is the absolute value of the critical displacement for the delay, x1 is the empty trip of the damper, C is the maximum compression of the spring, and k is the spring elastic constant. η=η0e-λT-T0, where η and η0 are the viscosity of the MR fluid at T and T0 and λ is the viscosity-temperature coefficient. The changes in the damping magnetic field depend on the changes in the current, relative magnetic conductance, resistivity, and the material’s specific heat while the temperature is changing [20].For the MR damper, the main sources of heat are liquid damping, friction, and magnetic coil. When used under general conditions, the heat caused by friction is usually lesser than that caused by liquid damping, and we assume that the energy dissipation in the MR damper work process includes only the liquid damping and magnetic coil. The energy balance equation of MR damper is given by(3)W1+W2-Q=ΔU.The work done when the damper dissipates external input energy is(4)W1=F·Xt.Using (4), (1) becomes(5)W1=3ηLπDi2-d224πDih3x˙+3LπDi2-d21+Jx4h3ηLπDi2-d224πDih3·τysgnx˙+Kx·Xt.According to Ohm’s Law, the heat generated by the damper field coil is(6)W2=I2tRt,where t is time.According to the theory of heat conduction, the heat exchange between the damper and the environment outside the damper is(7)Q=αAT-T0t,where A is the damper’s total heat area given by(8)A=πD22+πDl.And α is the damper’s coefficient of total heat dissipation. Considering comprehensively the convection, radiation, and effect of heat transfer, α can be written as [21](9)α=4v00.7D0.3+εσbTa4-Ta04Ta-Ta0.Using (5)–(9), (3) becomes(10)3ηLπDi2-d224πDih3x˙3ηLπDi2-d224πDih3+3LπDi2-d21+Jx4hτysgnx˙+Kx·Xt+I2tRt-4v00.7D0.3+εσbTa4-Ta04Ta-Ta0·πD22+πDl·T-T0t=ΔT·Csum,where ΔU is the internal energy dissipation that causes temperature changes in the damper, X is the exerting displacement, v0 is the relative velocity of air, ε is the blackening coefficient of the outside wall, l is the length of the work cylinder, σb=5.67×10-8 is the radiation constants of the absolute blackbody [21], Ta and Ta0 are the absolute temperatures at T and T0, respectively, Csum is the entire heat capacity of the damper, and ΔT is the temperature change of the damper.


## 3. Design of SDMR Damper

### 3.1. Structural Design

The SDMR damper in this paper, as shown in Figure1, is a kind of damper used in civil engineering structures for antivibration, specifically an antivibration device with damping force decoupling characteristics and protection from self-invalidation. The damper’s stiffness and damping characteristics are very sensitive to the incentive’s frequency and amplitude. It has a relatively small damping force in the case of small amplitudes and a large damping force in the case of large amplitudes, and the damping force can be adjusted; thus, the damper can effectively reduce the structure’s reaction to various vibration excitations and has good stability and invalidation protection. The core work parts are the main piston (1) and the two subpistons (2), the work cylinder filled with MR fluid (3), the main piston ring with a permanent magnet (4) and magnetic coil (5), and the permanent magnet self-decoupling baffle in the subpiston magnetizer (6).Figure 1
Structure of the SDMR damper.The SDMR damper is mainly used in building structures; therefore, large and small displacements in the damper design are 60 mm and 5 mm, respectively. The existing MR dampers are designed for the linear vibration of structures; the damping effect is obvious for the structure of weak nonlinearity. When MR dampers are installed within the skeleton of buildings to suppress the low degree earthquakes or wind-induced vibrations, the piston displacements and velocities are relatively small. Therefore, a damper with a small damping force is required for vibration control. The core work part of the SDMR damper is the main piston (1). In contrast, there are a lot of the strong nonlinear behaviors in actual structures when strong earthquakes occur; the MR dampers are incorporated either in the seismic isolation system of building structures or between the towers/peers and the deck of bridges; the piston displacements and velocities can be large. Therefore, a damper with a large damping force is better for vibration control. The core work parts of the SDMR damper are the main piston (1) and the two subpistons (2).


### 3.2. Magnetic Circuit Design

The basic principle of a SDMR damper can be described as the permanent magnet and magnetic coil in the main piston magnetic circuit with the excitation magnetic field and the permanent magnetic field. The coil used wounds inwards, and two coils are placed in parallel. The current magnetic field of the coil can strengthen or weaken the magnetic field of the permanent magnet in the damping channel [22]. In the subpiston, we set only the permanent magnet. The distribution of magnetic flux lines is shown in Figure 2.Figure 2
Flux lines of the SDMR damper.The permeable magnetic material adopted is steel 45#, and the permanent magnetic material adopted is no. 30 NdFeB. In addition, with the introduction of a permanent magnet in the magnetic structure, even in the case of a loss of external energy, the damper can still guarantee a larger damping force. It overcomes the dependence of the traditional MR damper on the external energy. As mentioned previously, the damper is suitable for vibration control of civil engineering structures.


### 3.3. Temperature Effect on MR Viscosity and Magnetic Circuit

To achieve the purpose of reducing the vibration, the vibration energy of the SDMR damper translates into heat energy stored in the interior of the damper. Parts of the heat dissipate through the cylinder wall into the air through convection, conduction, and radiation, whereas other parts remain and increase the temperature in the form of internal energy to obtain a balance temperature.The damping force includes the viscous damping force and the Coulomb damping force. The viscous damper is only related to the speed and viscosity of the MR fluid,η=η0e-λ(T-T0), where λ is the viscosity-temperature coefficient. The trend of the SDMR damper’s viscidity is presented in Figure 3. The changes in the Coulomb damping force depend mainly on the magnetic field changes, whereas the changes in the magnetic field depend on the changes in current, relative magnetic conductance, resistivity, and the material’s specific heat during temperature changes. The relationship curve between the MR fluid shear yield strength and the magnetic field intensity is shown in Figure 4, whereas the relationship among the relative magnetic conductance, specific heat, and resistivity of 45# steel with the temperature changes is shown in Table 1 [23].Table 1
Temperature properties of 45# steel.
Temperature  (°C)
Resistivity (×10−7 Ω·m)
Permeability
Specific heat (J·(kg·K)−1)
0
1.84
300
470
80
2.35
295
480
160
2.86
290
500
240
3.84
282
520
320
4.72
275
540
400
5.58
268
550Figure 3
Variety trend of SDMR damper’s viscidity.Figure 4
Curve between shear stress and magnetic induction.


### 3.4. Optimization Parameter

The temperature increase of the MR fluid is not unlimited when the MR damper is at work. The damper needs to obtain thermal balance when the temperature is critical. Therefore, in the damper design, the allowable working temperature must be considered to prevent exorbitant temperature that leads to failure.The allowable temperature of the MR damper depends on the following three aspects: (1) flash points of the temperature of the MR fluid, (2) stable boundary temperature of the damper sealing material, and (3) allowable temperature that satisfies the damper performance requirements, namely, the temperature when the damper’s rated typical set-point damping force declines to the limit because of the increase in working temperature. The temperature should no longer increase when the damper reaches the allowable temperature, and at this time the heat dissipation and outside work should be the same as in (3). The dissipated heat when the damper reaches its allowable temperature, Tx, is ΔT·Csum. Considering the effect of viscosity-temperature coefficient on the viscous damping force and that of temperature on the relative magnetic conductance resistivity of the damper magnetic materials, which influence the magnetic induction intensity of damping clearances, we can define the Coulomb force attenuation coefficient ζ, resistance coefficient δ, and heat coefficient φ. Thus, with (10), we can calculate the allowable temperature using the following equation:(11)3η0e-λTx-T0LπDi2-d224πDih3x˙3η0e-λTx-T0LπDi2-d224πDih3+3ζLπDi2-d21+Jx4hτysgnx˙+Kx·Xt+δI2tRt-4v00.7D0.3+εσbTa4-Ta04Ta-Ta0·πD22+πDl·Tx-T0t=ΔT·φ·Csum.With these operating conditions, we can design the damper’s heat-radiating parameters when the allowable temperature of the MR damper is decided. The improved constraint equations can also be used as constraint conditions for the heat dissipation factors in the structural design process. After repeatedly adjusting the design parameters, we finally confirmed that the main thermal parameters of the damper include the damper outside wall thickness,ε, the cylinder’s external diameter, D, and the cylinder length, l. The main parameters of the final damper design are shown in Table 2, L=Lm+Ls, and the SDMR damper is shown in Figure 5.Table 2
Main structural parameters of the SDMR damper.
Main structural parameters
Coefficient
Unit
Value
Initial MRF viscosity
η
Pa·s
4.7
MRF yield strength
τ
y
kPa
54
Work clearances
h
mm
1.2
Cylinder external diameter
D
mm
230
Cylinder inner diameter
D
i
mm
200
Piston pod diameter
d
mm
70
Spring effective itinerary
C
mm
5
Main piston work channel length
L
m
mm
40
Total length
l
mm
996
Force range of small itinerary
F
kN
16.1~195.7
Force range of large itinerary
F
kN
195.7~362.2
Coil circle number
n
—
800
Entirety heat capacity
C
sum
kJ·(K)−1
427.5
Critical temperature
T
°C
100
The maximum power
P
W
<100
Current range
I
A
−2~2
Subpiston work channel length
L
s
mm
40
Coil total resistance
R
Ω
23.8
Blackening coefficient of the outside wall
ε
—
0.95
The Coulomb force attenuation coefficient
ζ
—
0.93–0.95
Resistance coefficient
δ
—
0.98–0.99
Heat coefficient
φ
—
0.91–0.94Figure 5
The photo of SDMR damper.


## 3.1. Structural Design

The SDMR damper in this paper, as shown in Figure1, is a kind of damper used in civil engineering structures for antivibration, specifically an antivibration device with damping force decoupling characteristics and protection from self-invalidation. The damper’s stiffness and damping characteristics are very sensitive to the incentive’s frequency and amplitude. It has a relatively small damping force in the case of small amplitudes and a large damping force in the case of large amplitudes, and the damping force can be adjusted; thus, the damper can effectively reduce the structure’s reaction to various vibration excitations and has good stability and invalidation protection. The core work parts are the main piston (1) and the two subpistons (2), the work cylinder filled with MR fluid (3), the main piston ring with a permanent magnet (4) and magnetic coil (5), and the permanent magnet self-decoupling baffle in the subpiston magnetizer (6).Figure 1
Structure of the SDMR damper.The SDMR damper is mainly used in building structures; therefore, large and small displacements in the damper design are 60 mm and 5 mm, respectively. The existing MR dampers are designed for the linear vibration of structures; the damping effect is obvious for the structure of weak nonlinearity. When MR dampers are installed within the skeleton of buildings to suppress the low degree earthquakes or wind-induced vibrations, the piston displacements and velocities are relatively small. Therefore, a damper with a small damping force is required for vibration control. The core work part of the SDMR damper is the main piston (1). In contrast, there are a lot of the strong nonlinear behaviors in actual structures when strong earthquakes occur; the MR dampers are incorporated either in the seismic isolation system of building structures or between the towers/peers and the deck of bridges; the piston displacements and velocities can be large. Therefore, a damper with a large damping force is better for vibration control. The core work parts of the SDMR damper are the main piston (1) and the two subpistons (2).


## 3.2. Magnetic Circuit Design

The basic principle of a SDMR damper can be described as the permanent magnet and magnetic coil in the main piston magnetic circuit with the excitation magnetic field and the permanent magnetic field. The coil used wounds inwards, and two coils are placed in parallel. The current magnetic field of the coil can strengthen or weaken the magnetic field of the permanent magnet in the damping channel [22]. In the subpiston, we set only the permanent magnet. The distribution of magnetic flux lines is shown in Figure 2.Figure 2
Flux lines of the SDMR damper.The permeable magnetic material adopted is steel 45#, and the permanent magnetic material adopted is no. 30 NdFeB. In addition, with the introduction of a permanent magnet in the magnetic structure, even in the case of a loss of external energy, the damper can still guarantee a larger damping force. It overcomes the dependence of the traditional MR damper on the external energy. As mentioned previously, the damper is suitable for vibration control of civil engineering structures.


## 3.3. Temperature Effect on MR Viscosity and Magnetic Circuit

To achieve the purpose of reducing the vibration, the vibration energy of the SDMR damper translates into heat energy stored in the interior of the damper. Parts of the heat dissipate through the cylinder wall into the air through convection, conduction, and radiation, whereas other parts remain and increase the temperature in the form of internal energy to obtain a balance temperature.The damping force includes the viscous damping force and the Coulomb damping force. The viscous damper is only related to the speed and viscosity of the MR fluid,η=η0e-λ(T-T0), where λ is the viscosity-temperature coefficient. The trend of the SDMR damper’s viscidity is presented in Figure 3. The changes in the Coulomb damping force depend mainly on the magnetic field changes, whereas the changes in the magnetic field depend on the changes in current, relative magnetic conductance, resistivity, and the material’s specific heat during temperature changes. The relationship curve between the MR fluid shear yield strength and the magnetic field intensity is shown in Figure 4, whereas the relationship among the relative magnetic conductance, specific heat, and resistivity of 45# steel with the temperature changes is shown in Table 1 [23].Table 1
Temperature properties of 45# steel.
Temperature  (°C)
Resistivity (×10−7 Ω·m)
Permeability
Specific heat (J·(kg·K)−1)
0
1.84
300
470
80
2.35
295
480
160
2.86
290
500
240
3.84
282
520
320
4.72
275
540
400
5.58
268
550Figure 3
Variety trend of SDMR damper’s viscidity.Figure 4
Curve between shear stress and magnetic induction.


## 3.4. Optimization Parameter

The temperature increase of the MR fluid is not unlimited when the MR damper is at work. The damper needs to obtain thermal balance when the temperature is critical. Therefore, in the damper design, the allowable working temperature must be considered to prevent exorbitant temperature that leads to failure.The allowable temperature of the MR damper depends on the following three aspects: (1) flash points of the temperature of the MR fluid, (2) stable boundary temperature of the damper sealing material, and (3) allowable temperature that satisfies the damper performance requirements, namely, the temperature when the damper’s rated typical set-point damping force declines to the limit because of the increase in working temperature. The temperature should no longer increase when the damper reaches the allowable temperature, and at this time the heat dissipation and outside work should be the same as in (3). The dissipated heat when the damper reaches its allowable temperature, Tx, is ΔT·Csum. Considering the effect of viscosity-temperature coefficient on the viscous damping force and that of temperature on the relative magnetic conductance resistivity of the damper magnetic materials, which influence the magnetic induction intensity of damping clearances, we can define the Coulomb force attenuation coefficient ζ, resistance coefficient δ, and heat coefficient φ. Thus, with (10), we can calculate the allowable temperature using the following equation:(11)3η0e-λTx-T0LπDi2-d224πDih3x˙3η0e-λTx-T0LπDi2-d224πDih3+3ζLπDi2-d21+Jx4hτysgnx˙+Kx·Xt+δI2tRt-4v00.7D0.3+εσbTa4-Ta04Ta-Ta0·πD22+πDl·Tx-T0t=ΔT·φ·Csum.With these operating conditions, we can design the damper’s heat-radiating parameters when the allowable temperature of the MR damper is decided. The improved constraint equations can also be used as constraint conditions for the heat dissipation factors in the structural design process. After repeatedly adjusting the design parameters, we finally confirmed that the main thermal parameters of the damper include the damper outside wall thickness,ε, the cylinder’s external diameter, D, and the cylinder length, l. The main parameters of the final damper design are shown in Table 2, L=Lm+Ls, and the SDMR damper is shown in Figure 5.Table 2
Main structural parameters of the SDMR damper.
Main structural parameters
Coefficient
Unit
Value
Initial MRF viscosity
η
Pa·s
4.7
MRF yield strength
τ
y
kPa
54
Work clearances
h
mm
1.2
Cylinder external diameter
D
mm
230
Cylinder inner diameter
D
i
mm
200
Piston pod diameter
d
mm
70
Spring effective itinerary
C
mm
5
Main piston work channel length
L
m
mm
40
Total length
l
mm
996
Force range of small itinerary
F
kN
16.1~195.7
Force range of large itinerary
F
kN
195.7~362.2
Coil circle number
n
—
800
Entirety heat capacity
C
sum
kJ·(K)−1
427.5
Critical temperature
T
°C
100
The maximum power
P
W
<100
Current range
I
A
−2~2
Subpiston work channel length
L
s
mm
40
Coil total resistance
R
Ω
23.8
Blackening coefficient of the outside wall
ε
—
0.95
The Coulomb force attenuation coefficient
ζ
—
0.93–0.95
Resistance coefficient
δ
—
0.98–0.99
Heat coefficient
φ
—
0.91–0.94Figure 5
The photo of SDMR damper.


## 4. Temperature Characteristic Test of the SDMR Damper

To validate the rationality and feasibility of the SDMR damper design and study the one performance, we conducted a temperature characteristic test on the electrohydraulic servo-dynamic-static tester (SDS-300) at the Material Mechanics Laboratory of the Mechanics Experimental Centre of Hohai University. The experimental setup of the SDMR damper is shown in Figure6. The test uses displacement control method, with the sine curve as the input. The test cases are presented in Table 3. When the current values of cases are 0 A, the damper can still guarantee a larger damping force under the magnetic field produced by the permanent magnet.Table 3
MR damper temperature performance test cases.
Case
Current (A)
Amplitude (mm)
Frequency (Hz)
1
0
5
0.5
2
2
5
0.5
3
2
5
1.3
4
0
60
0.1Figure 6
Experimental setup of a SDMR damper.


## 5. Results and Discussion

The test environment temperature is 28.8°C using the TES1327 K infrared thermometer to measure the temperature of the damper’s external cylinder. Figures7 and 8 show the time process of the SDMR damper temperature variation for the four cases. We selected case 4 to draw the hysteretic curve of the damping force as it changed with temperature, as shown in Figure 9. Table 4 presents the test results of the damping characteristics affected by temperature.Table 4
Test results of the MR damper characteristics.
Case
Highest temperature (°C)
Range of temperature (°C)
Damping force change (kN)
Damping reduction (%)
1
53.8
25.4
117.3~109.4.1
6.73
2
81.5
52.5
169.8~157.9
7.01
3
95.5
67.1
178.1~167.5
5.95
4
99.1
70.3
297.7~275.1
7.59Figure 7
Various temperatures of an MR damper with case 1 and case 2.Figure 8
Various temperatures of an MR damper with case 3 and case 4.Figure 9
Curves of damper force changes with respect to temperature.From the above test results, we can obtain the following conclusions.(1)
In Figures7 and 8, the temperature of the MR damper changes while it is at work, which is roughly a linear change. The main influencing factors for the damper temperature changes are incentive methods and work current. Comparing the curves of the temperature changing with time for cases 1 and 2 in Figure 7, in certain frequencies and amplitudes, the temperature of case 2 that switches with the current rises faster than the temperature of case 1, which shows an obvious effect of the current.(2)
Under the case of switching on the current and changing the incentive, the temperature curve of the damper becomes flat after 4000 s, consistent with the theoretical calculation. Comparing the theoretical and measured curves in Figures7 and 8, the measured value is slightly lower than the theoretical value, due to the fact that the theoretical value is the internal temperature of the damper and the measured value is the surface temperature of the damper. Therefore, we can conclude that the MR damper balance temperature can be determined through the parameter design. As the wind excitation time on the building structure is much longer than the earthquake excitation time, the performance of the SDMR damper is important in the use of the wind vibration control in civil engineering.(3)
Comparing the curves of cases 2 and 3 in Figures7 and 8, the initial temperature rise of the damper in the case of high frequency incentive is faster than that in the case of low frequency incentive.(4)
According to Figure9 and Table 4, the damping force of the MR damper declines when the temperature rises. For civil engineering, seismic events only occur for dozens of seconds, and the temperature rises by 5°C. The damping force attenuation is so little that we can ignore its influence on civil engineering structures. Thus, the SDMR damper we designed has good temperature stability.


## 6. Conclusion

As the energy dissipation equipment designed SDMR damper’s temperature is changing during the work time which caused damper capability decline. For this reason, the effect of temperature was studied and the following conclusions were obtained.(1)
Based on conservation of energy theory, a theoretical model of temperature change of SDMR damper was established, and the constraint equation for structural design parameters of the MR damper was improved to satisfy heat dissipation requirements.(2)
According to the theoretical model and improved constraint equation, main structure parameters of a SDMR damper were obtained and the damper was tested. The temperature performance test result indicates that the rising temperature makes the damping force decline, and the main affecting factors of temperature variation are excitation methods and input current.(3)
The key technology research on structure, heat dissipation, and heating behaviour tests of SDMR damper also show that the improved constraint equation and design method introduced are correct and efficient. The temperature of SDMR damper achieves a dynamic balance after 4000 s; the behavior of the SDMR damper is important in the use of the wind vibration control in civil engineering.(4)
The key technology on structure, magnetic circuit, heat dissipation, and temperature characteristic tests of SDMR damper could provide reference for a large-tonnage MR damper in the aspects of reasonable parameter determination, design, and proper manufacturing. It also provides the basis for the nonlinear vibration control design of actual civil building structures that make use of MR dampers.



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