Developing Smart Measurement Device to Measure Kinetic Friction Coefficients of Bi-Tilt Isolator

A sliding vibration isolation system, affected by a kinetic friction force, provides a flexible or energy dissipation system for a structure. -e kinetic friction coefficient of the contact surfaces between the moving parts changes with the relative moving velocity of the two contact surfaces. In this study, a smart measuring device is proposed to measure the kinetic friction coefficients of materials. -e Arduino boards Arduino Nano, ArduinoMPU-9250, and Arduino SDmodules were combined to create this proposed smart device and mounted on three aluminum extrusions constructed as a horizontal platform. -en, varying amounts of steel gaskets were applied to adjust the various slopes for sliding tests. -e time history of the acceleration and displacement responses of test object movements in the sliding process were respectively, recorded and detected by this proposed smart measuring device and the digital image correlation method (DIC). Statistical analyses of all test responses were used to derive the relationship of velocity to kinetic friction coefficient. Test and analysis results showed that (1) the relationship of velocity to kinetic friction coefficient for the conditions ofmild lubrication and no lubrication displayed a trend of first decreasing and then increasing with increasing speed, respectively and (2) the relationship of velocity to kinetic friction coefficient for the condition of full lubrication revealed that the kinetic friction coefficient decreased with increasing speed. Test results demonstrated that this proposed smart measurement device, which is low in price and easy to assemble, can easily measure the kinetic friction coefficient of a material under various lubrication conditions.


Introduction
Strong earthquakes often cause huge structural deformations, resulting in permanent damage or even collapse.Recently, major earthquakes have broken records worldwide.An earthquake with a Richter intensity of 9.0 in Sumatra, Indonesia, triggered the South Asian tsunami, which killed more than 200,000 people.
en, the most violent strong earthquake in history, with a Richter earthquake intensity of 9.0, occurred in the northeastern part of the Pacific Ocean near Japan.is earthquake initiated a severe tsunami of more than 10 meters in height.Massive amounts of seawater poured into coastal areas and destroyed buildings, leaving more than 20,000 people dead or missing.
ese disasters motivate people to increase the seismic capacity of the buildings in which they live and work.us, civil engineers devote large amounts of manpower and material resources to developing seismic technology to enhance the seismic-proof capabilities of buildings.Presently, structural control [1][2][3][4] can be divided into three types: passive control (isolation, shock absorption, and energy dissipation [4][5][6][7][8]), active control [9][10][11][12], and semiactive control [13][14][15][16][17][18][19][20].e principle of structural isolation is to provide a flexible interlayer between the superstructure and foundation.erefore, the natural period of the whole structural system can be prolonged, eventually longer than the dominating period of an earthquake.As a result, the energy of the earthquake, inputted into the superstructure, can be reduced.In the event of an earthquake, the superstructure will just be lightly deformed.One of the structural isolation is the sliding-type isolation, which can dissipate the energy of the earthquake into structure by friction force.e sliding isolation system is evidently a ected by frictional force.e coe cient of friction can be divided into static (μs) and kinetic (μd) friction coe cient.
e static friction force increases when the action force between the contact surfaces increases.When the action force does not exceed the frictional force, the contact surface remains in static equilibrium.If the action force exceeds the limit of the static friction force, it cannot be increased again, and the contact surfaces begin to slide.e kinetic friction coe cient (μd) is the friction coe cient between two contact surfaces with relative motion and changes with the relative moving velocity of the two contact surfaces; the faster the velocity between two contact surfaces is, the smaller the kinetic friction coe cient is [21].e kinetic friction coe cient is a variable value, and the static friction coe cient is a constant.Presently, the kinetic friction coe cient is considered a de nite value in the process of numerical analysis.However, it is not actually a de nite value.e kinetic friction coe cient of a sliding isolation system changes according to the moving velocity in the process of shock absorption.If the kinetic friction coe cient of a sliding isolation system is set as a xed value, it will a ect the precision of the analysis of numerical simulations.On the other hand, kinetic friction force changes with relative velocity.If the kinetic friction coe cient of each sliding isolation pad varies, it will result in unexpected eccentricity of the entire system.
is phenomenon greatly a ects the safety of a structure with this kind of isolation system.erefore, a new measuring technique for measuring the real kinetic friction coe cient of a sliding isolation system in the process of shock absorption is proposed in this study.e bi-tilt isolator (BTI) proposed by Shih and Sung [22] is a new type of sliding-type seismic isolation system for the process of shock absorption.
e friction force is a ected greatly by the contact surface condition of the BTI of a structure under excitation of earthquake forces.erefore, to measure the kinetic friction coe cient with di erent friction conditions of BTI accurately, Arduino boards are applied to develop a smart device for measuring the kinetic friction coe cient, which can be used for numerical simulation of the structural design of a building with a BTI.en, the actual seismic-proof capability of a building with a BTI can be investigated.
e measurement of the friction coe cient is very complex.e friction coe cient is not only a ected by the materials of the contact surfaces and the presence or absence a solid or liquid material separating the contact surfaces; it also varies with the use of di erent measuring equipment.e coe cient of friction must be measured by a suitable measuring device, as noted by Chang et al. [23].e appropriate measuring device must have the following characteristics: repeatability, reproducibility, usability, and e ectiveness or validity.At present, dozens of types of friction measuring devices have been developed.Commonly used friction measuring devices include the Brungraber Mark II, English XL measuring device, variable incidence tribometer (VIT), horizontal pull slipmeter (HP), portable skid resistance tester (PSRT), and mobile friction measuring device [24,25]    To develop a smart measuring device to measure the kinetic friction coe cient, the Arduino boards (Arduino Nano), motion sensor (MPU-9250), and SD module were applied in this study.e developed device is suitable for a sliding-type isolation system.e acceleration and displacement responses were recorded experimentally with various angles and under di erent lubrication conditions, and the di erent kinetic friction coe cients were calculated by a physical mathematical model.

Developing Measuring Equipment for Kinetic Friction: Arduino Boards
To develop a simple, accurate, low-cost device that is easy to operate, the widely used technique Maker [26-29] was applied to develop a smart device to detect the kinetic friction coe cients between a friction block and a slanted steel block under various conditions.is developed device is composed of the (1) Arduino Nano, (2) Arduino MPU-9250, and (3) Arduino SD modules mounted on three aluminum extrusions as a horizontal platform, as shown in Figure 1. e Arduino Nano control plate is a small, complete, and bread boardfriendly board based on the ATmega328 (Arduino Nano 3.x).
It works with a Mini-B USB cable instead of a standard one.Arduino MPU-9250 is a simple example of how to interface the MPU-9250 with the IMU nine degrees of freedom (9DOF)-MPU-9250 breakout board in this Arduino board.e IMU nine degrees of freedom consists of a 3-axis accelerometer, a 3-axis gyroscope, and a 3-axis magnetometer.In this study, a 3-axis accelerometer was used to measure the time history of the acceleration responses of an experimental block with various slope angles.To record all acceleration responses of this experimental block in the sliding process, the Arduino SD module was installed on this proposed block.e electromagnetic compatibility of the Arduino SD module is 5V and 3.3V, so it can be conveniently connected with the Arduino single crystal to process reading and writing of an SD card and also with a power indicator.

Experimental Methodology and Calculation
e test setup for detecting the acceleration and displacement responses of a test object in the sliding process for measuring kinetic friction forces is shown in Figure 2.
e accelerometer and the developed dynamic digital image correlation method (DIC) were applied to analyze the acceleration and displacement responses of a test object with various incline angles under various conditions of lubrication.en, a physical model was applied to calculate the kinetic friction coe cient of the friction block and slanted steel blocks.All test elements of this test setup, shown in Figure 2, are described as follows: (1) test object: aluminum extrusion blocks are combined into a horizontal platform for mounting of the Arduino smart measuring instruments,

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Advances in Civil Engineering accelerometer, and SD module.Sliding blocks are embedded with friction blocks on the bottom of the block; (2) accelerometer: an accelerometer is glued under the slider block to prevent erroneous signals from the movement process; (3) slanted steel blocks: WD-40 lubricant is applied to the surface of the slanted steel block to simulate di erent conditions of usage; (4) acceleration and displacement measurement: the gasket is moved to adjust the bevel angle, so the structure does not need to be forced.e surfaces between the friction block and the slanted steel blocks should be smooth for the sliding test.e test procedure is described as follows: (1) the slider is mounted and the bevel angle is adjusted; (2) the slider is tied with cotton thread xed to a weight to balance the test setup; (3) the cotton thread is burned at the beginning of the experiment, and the slider begins to slide. is is done to Advances in Civil Engineering prevent the movement of the slider from being disturbed by the action of being released; (4) the accelerometers on the slider are dropped at the same time, using a frequency of 300 frames per second to record the whole acceleration reaction; (5) simultaneously, the high-speed camera records images of the sliding process to measure the displacement responses.

Calculation Method
In this study, the developed dynamic digital image correlation method (DIC) was applied to calculate the angle of the inclined slope.e displacement responses were calculated by the detected images from the structural sparkle on the test object, shown in Figure 2. e calculation method was as follows: where θ is the angle of inclined slope; (x 1 , y 1 ) are the image coordinates of the target before measurement of DIC; and (x 2 , y 2 ) are the image coordinates of the target after measurement of DIC.
where a m is descent acceleration of experimental block, recorded by the Arduino SD module through the Arduino MPU-9250 and accelerometer; a s is gravity acceleration component along the slope; and a f is acceleration, caused by kinetic friction force.e gravity acceleration component along the slope was calculated by the following equation: where g is gravity acceleration.en, the acceleration caused by the kinetic friction force was calculated by the following equation: where μ is kinetic friction coe cient.erefore, the kinetic friction coe cient μ was found by using the above equations with accelerometers, as follows: μ a m − g sin θ g cos θ . (5)

Image Recording.
e dynamic digital image correlation method was developed by Shih et al. [30,31].It is a low-cost method of measuring with high accuracy to detect structural dynamic responses.erefore, dynamic DIC with highspeed photography was applied to measure all dynamic acceleration in this study.

Hardware Speci cations of Dynamic DIC.
e advantage of the DIC method is that the observation points can be set to unlimited.In this study, a high-speed digital camera, the CASIO EXILIM PRO-EX-F1, Figure 3, was employed to record all displacement responses during the experiment.All images were captured by the high-speed image acquisition at 300 frames per second (300 fps).Image speci cations were under the 300 fps mode with image resolution of 512 × 384 pixels.Figure 4 shows the black and white mark on the slanted steel block.

Measurement Procedure.
In this study, the dynamic DIC consisted of ve procedures to measure the dynamic responses of this test.
Step 1. Set up target: the target should be in the same plane to eliminate proportion di erences caused by distance di erences.en, set the proportional ratio scale gage: the constant of proportionality for the image coordinates is obtained with the spatial coordinates by regression analysis.
Step 2. Set up the high-speed camera: the verticality and attening between the visual axis of the camera and the target plane are tested.Step 3. Capture dynamic images at 300 fps to ensure a normal exposure value of the shutter within 1/1000 second.
For synchronization of the shutter with measurement of the acceleration signals, the program ARDUINO Control is used to control the measurement of the acceleration and to turn on and o the LED lamp.When ARDUINO starts to record the acceleration responses of test object, the LED Lamp will be turned on by ARDUINO Control.en, the time of the rst detected image with light on can be regarded as initial time.
Step 4. Capture dynamic images: the KMPlayer program is applied to capture static and dynamic images.
Step 5. Pair the images from dynamic DIC and spatial coordinate transformation: four subimages are taken as reference images to analyze the center image coordinates of the relative targets of the other images gradually to obtain the time history of the image coordinates for each target from the image center of the target at the start time point.

Test Results.
To detect the kinetic friction between a friction block and slanted steel blocks with various slopes under di erent conditions, gasket pads were used at the front and rear ends of the block to form various slopes, as shown in Figure 5. e DIC method was applied to calculate the slope of the block with di erent conditions.e original slope of the blocks was 0.095126 rad.e other slopes of blocks were 0.078680 and 0.111810 rad, respectively.e unit of the pixel was recalculated into actual dimensions, as listed in Table 1.e bevel angle was calculated by the target coordinates of the initial and stop positions.e initial and stop positions of the target coordinates and bevel angle are listed in Table 2. e trend lines of the e ective slide stages of the test object in XY coordinates, shown in Figure 6, were analyzed to calculate the average bevel angle in ten trials.
Test results of the time history of acceleration and displacement responses are shown in Figure 7. Figures 7(a  Advances in Civil Engineering 0.078680, 0.111810, and 0.095126 rad, respectively.e blue and orange lines in Figure 7 represent acceleration and displacement responses, recorded by the accelerometer and MPU-9250, and the analysis results of DIC, respectively.e sliding direction is the axis of the coordinates.e equations in Figure 7 are quadratic regression analysis results of test object displacement responses in the slope moving direction.R 2 of the DIC analysis results in Figure 7 are greater than 0.999800.Test and analysis results showed that the acceleration trend increased and then decreased as the test object slid.To clarify the reasons for this phenomenon, counter revolution of the top and bottom ends of the test object with a slope angle of 0.095126 rad was used to investigate the roughness of each end of the test object.Typical test results of the time history of the acceleration responses of the counter revolution of the top and bottom ends of the test object with a slope angle of 0.095126 rad are shown in Figure 8.
A comparison of Figures 7 and 8 reveals that regardless of which bevel end of the test object slides from, the variation in the trend of sliding acceleration was almost the same, with acceleration at the rear slide stage decreasing.us, this phenomenon was caused by velocity changes resulting in changes to the friction coe cient of the WD-40 applied to the slant of the block.To verify this hypothesis, all test results in Figures 7 and 8 were integrated from the initial stage to the stage just before the collision to acquire the velocity.
en, the relationship of speed to kinetic friction before the collision was investigated for mild lubrication with slope angles of 0.0768, 0.1129, and 0.095126 rad, respectively.As shown in Figure 9, the results of cubic regression analysis for the speed of the three tests were greater than 0.05 m/s, which was used to analyze the e ect of speed on the kinetic friction coe cient.
Figure 9 reveals that regardless of the slope angle, kinetic friction rst decreased and then increased as the speed increased.is phenomenon is the same as that of Figures 7  and 8. Distribution diagrams of velocity to kinetic friction of the three slope angles were mostly overlapping, as shown in Figure 9(d).e cubic regression analysis curve of speed to kinetic coe cient was μ −2.4526v 3 + 1.6189v 2 − 0.2247v+ 0.06, R 2 0.6912 for speeds greater than 0.05 m/s.

In uence of Normal Force on Kinetic Friction Coe cient.
To further investigate the in uence of normal force on the kinetic friction coe cient, the variation of speed with the kinetic friction coe cient was tested and investigated under varied contact surface stress.L-shaped steel pieces were installed on both sides of the test object to place mass blocks as the applied load; the installation device is shown in Figure 10.In two combinations of these tests, the added external weights were 4.35466 kg, 8.19934 kg, and 11.93536 kg, resulting in three di erent types of stress, as listed in Table 3. e diameter of the contact surface of the friction block was 0.0189 m, and the normal stresses were 152110 N/m 2 , 286410 N/m 2 , and 416920 N/m 2 , respectively.

Test Results.
e bevel of the steel block was cleaned with cleaning naphtha to simulate the unlubricated condition, after which three tests were conducted with various normal forces.e experimental angle was changed slightly for each test, and the average angle was about 12.74 °.For the time history of acceleration responses, the average acceleration was used as the reference value, as shown in Figure 11, for normal forces of 148, 370 N/m 2 , 279, 360 N/m 2 , and 406, 650 N/m 2 , respectively.Figure 12 is the relationship of speed to kinetic friction coefficient for the bevel of the steel block under different normal forces.
e bevel surface of the steel block was sprayed with WD-40 lubricating oil to simulate the fully lubricated condition, after which three test trials were conducted with various normal forces.
e experimental angle changed slightly for each test, and the average angle was about 9.48 °.For the time history of acceleration responses, the average acceleration was used as the reference value, as shown in Figure 13, for normal forces of 150, 040 N/m 2 , 282, 500 N/m 2 , and 411, 220 N/m 2 , respectively.Figure 14 presents the relationship of speed to the kinetic friction coefficient for the bevel of the steel block under various normal forces.
Figure 12 reveals that the coefficient of kinetic friction still first decreased and then increased with increasing speed in the case without lubrication.e speed of the test object was slightly lower and then rose in the latter section of the sliding process.e kinetic friction coefficient of this test was around 0.2 to 0.25.e cubic regression curve of the speed was greater than 0.02 m/s, yielding μ � 70.544v 3 − 26.022v 2 + 3.2803v + 0.0792, R 2 � 0.4705.e results in Figure 14 show that the speed of the steel block on the bevel surface sprayed with WD-40 was not yet stable; the test object hit the barrier and stopped sliding.e kinetic friction coefficient decreased with increasing speed until the test object hit the barrier.e cubic regression curve of speed was greater than 0.05 m/s, yielding μ � −0.9676v 3 + 1.163v 2 − 0.5136v + 0.1462, R 2 � 0.8276.Whether or not the bevel surface of steel block was sprayed with WD-40, the kinetic friction coefficient changed with changes in speed.e influence of external loading on the kinetic friction coefficient was not obvious.Advances in Civil Engineering

Figure 1 :
Figure 1: Combined structure of measuring equipment for kinetic friction.

Figure 2 :Figure 3 :
Figure 2: Test setup and the proposed smart measuring device for detecting kinetic friction forces.

Figure 10 :
Figure 10: Installation device for testing the in uence of normal force on the kinetic friction coe cient.(a) Installed L-shaped steel piece.(b) Mass block installation.

Figure 11 :
Figure 11: Typical time histories of acceleration responses of the bevel of the steel block under di erent normal forces (surface cleaned with cleaning naphtha).(a) Normal force 148, 370 N/m 2 .(b) Normal force 279, 360 N/m 2 .(c) Normal force 406, 650 N/m 2 .

R 2 R 2 Figure 12 :
Figure 12: e relationship of speed to the kinetic friction coe cient for the bevel of the steel block with various normal forces (surface cleaned with cleaning naphtha).(a) Average normal force of three test trials 148, 370 N/m 2 .(b) Average normal force of three test trials 279, 360 N/m 2 .(c) Average normal force of three test trials 406, 650 N/m 2 .(d) Comparison of test results of bevel of steel block with di erent normal forces.

FrictionFigure 14 :
Figure 14: e relationship of speed to the kinetic friction coefficient for the bevel of the steel block under various normal forces (surface sprayed with WD-40 lubricating oil).(a) Average normal force of three test trials � 150, 040 N/m 2 .(b) Average normal force of three test trials � 282, 500 N/m 2 .(c) Average normal force of three test trials � 411, 220 N/m 2 .(d) Comparison of test results of bevel of steel block with different normal forces.

Table 2 :
Initial and stop positions of target coordinates.

Table 3 :
Weight of each component.