Vibration Control and Structure Health Monitoring

A special issue of Actuators (ISSN 2076-0825). This special issue belongs to the section "Actuators for Manufacturing Systems".

Deadline for manuscript submissions: closed (30 June 2022) | Viewed by 40871

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Guest Editor
School of Civil Engineering, Southeast University, Nanjing, China
Interests: vibration control; structural health monitoring; smart materials and structures
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Guest Editor
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, China
Interests: random vibration; nonlinear vibration; reliability

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Guest Editor
Department of Civil and Architectural Engineering, Sungkyunkwan University, Suwon 16419, Republic of Korea
Interests: seismic retrofit design of buildings
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

This is a collection of top quality papers published in the open access journal Actuators (ISSN 2076-0825, Science Citation Index, Impactor: 1.957). The papers should be long research papers (or review papers) with full and detailed summaries of the author's own work done so far.

About this Special Issue:

Vibration is a common phenomenon when a structure is exposed to mechanical or environmental actions. It may cause great cost to lives and the economy. In order to reduce the adverse impact of vibration and understand the resulting damages, vibration control and structural health monitoring have become increasingly important.

Although significant contributions have been made in this area, many challenges are still open for exploration. This Special Issue welcomes contributions addressing all aspects related to this area. As such, we solicit submissions of research papers dealing with, but not limited to, these themes:

  • Theory and computational methods of vibration control,
  • Materials and devices for vibration control,
  • Tests and applications of vibration mitigation or isolation techniques,
  • Development of structure health monitoring equipment,
  • Damages detection and localization methods for structures,
  • Data Sensing and processing in structure health monitoring,
  • Safety diagnosis and assessment of structures,
  • Interdisciplinary approaches and applications for structural health monitoring,
  • Vibration analysis, tests and applications in relative fields.

Prof. Dr. Zhao-Dong Xu
Prof. Dr. Siu-Siu Guo
Prof. Dr. Jinkoo Kim
Guest Editors

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Keywords

  • vibration control
  • structural health monitoring
  • vibration mitigation
  • vibration isolation
  • damage detection
  • safety diagnosis

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Published Papers (11 papers)

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Editorial

Jump to: Research, Review

4 pages, 163 KiB  
Editorial
Some Recent Developments in the Vibration Control and Structure Health Monitoring
by Siu-Siu Guo and Jinkoo Kim
Actuators 2023, 12(1), 11; https://doi.org/10.3390/act12010011 - 26 Dec 2022
Cited by 3 | Viewed by 1866
Abstract
Vibration is a common phenomenon when a structure is exposed to mechanical or environmental actions [...] Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)

Research

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20 pages, 3797 KiB  
Article
A Multidimensional Elastic–Plastic Calculation Model of the Frame Structure with Magnetorheological Damper
by Xiangcheng Zhang, Changchi Mou, Jun Zhao, Yingqing Guo, Youmin Song and Jieyong You
Actuators 2022, 11(12), 362; https://doi.org/10.3390/act11120362 - 3 Dec 2022
Cited by 3 | Viewed by 1552
Abstract
To analyze the multidimensional elastic–plastic response of the frame structure with magnetorheological (MR) dampers under strong seismic excitations, the test of the MRD was performed, the location matrix of the MRD in the frame structure was derived, and the multidimensional elastic–plastic calculation models [...] Read more.
To analyze the multidimensional elastic–plastic response of the frame structure with magnetorheological (MR) dampers under strong seismic excitations, the test of the MRD was performed, the location matrix of the MRD in the frame structure was derived, and the multidimensional elastic–plastic calculation models of the frame structure with and without an MRD were established based on the three-segment variable stiffness beam. Taking a five-story reinforced concrete (RC) frame structure as an example, the multidimensional elastic–plastic calculation models were developed by MATLAB software and the dynamic time history analyses were performed under strong seismic excitations. The results show that under the seismic wave, after the MRD is installed in the structure, the maximum horizontal displacements of the top-story node of the structure in X and Y directions is reduced by 51.87% and 39.59%, respectively, and the maximum horizontal accelerations are reduced by 36.67% and 47.86%. The maximum displacements and the story drift ratios of each story of the structure are significantly reduced, and the reduction in the maximum accelerations of each story is small relatively. In the frame structure without an MRD, plastic hinges appear at the ends of most columns, and the structure is characterized by a column hinge yield mechanism. The maximum residual displacement angles of the column end in X and Y directions which reach 1.628 × 10−3 rad and 2.101 × 10−3 rad, respectively. After setting the MRD, the number of plastic hinges in X and Y directions at the column end are both reduced by 37.5%, and the residual displacement angle at some column ends are reduced to 0. The results show that the complied calculation model programs of the frame structure can effectively simulate the multi-dimensional seismic response of the structure with and without MRD. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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21 pages, 5231 KiB  
Article
Numerical Simulation and Torsional Vibration Mitigation of Spatial Eccentric Structures with Multiple Magnetorheological Dampers
by Yang Yang and Ying-Qing Guo
Actuators 2022, 11(8), 235; https://doi.org/10.3390/act11080235 - 16 Aug 2022
Cited by 4 | Viewed by 1825
Abstract
Eccentric structures will have torsional vibrations subjected to earthquakes, which can accelerate the damage of structures, and even become the main cause of building collapse. Semi-active control systems equipped with multiple magnetorheological (MR) dampers have been widely applied in structural vibration control. In [...] Read more.
Eccentric structures will have torsional vibrations subjected to earthquakes, which can accelerate the damage of structures, and even become the main cause of building collapse. Semi-active control systems equipped with multiple magnetorheological (MR) dampers have been widely applied in structural vibration control. In this study, numerical models of spatial eccentric structures with multiple MR dampers were established, and time history analysis was conducted to mitigate torsional vibrations of eccentric structures. Firstly, a full-scale spatial eccentric structure model with both plan asymmetry and vertical irregularity was established in OpenSEES, and the accuracy of the structure model was verified by comparisons with model results from SAP2000. Then, the mathematical model of MR dampers was introduced to the structure model using the ‘Truss’ element and self-defined material in OpenSEES, and damping forces obtained from the MR damper model were compared with experimental data. Finally, modal analysis and nonlinear time history analysis of the eccentric structure model equipped with multiple MR dampers subjected to different seismic excitations were performed. Comparisons between the seismic responses of the uncontrolled structure and the structure with multiple MR dampers were carried out to demonstrate the effectiveness of the MR control system. Numerical results show that the control system with multiple MR dampers can significantly attenuate the torsional vibrations of eccentric structures, and thus possess significant engineering application prospects. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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18 pages, 15250 KiB  
Article
Research on PID Position Control of a Hydraulic Servo System Based on Kalman Genetic Optimization
by Ying-Qing Guo, Xiu-Mei Zha, Yao-Yu Shen, Yi-Na Wang and Gang Chen
Actuators 2022, 11(6), 162; https://doi.org/10.3390/act11060162 - 15 Jun 2022
Cited by 12 | Viewed by 4567
Abstract
With the wide application of hydraulic servo technology in control systems, the requirement of hydraulic servo position control performance is greater and greater. In order to solve the problems of slow response, poor precision, and weak anti-interference ability in hydraulic servo position controls, [...] Read more.
With the wide application of hydraulic servo technology in control systems, the requirement of hydraulic servo position control performance is greater and greater. In order to solve the problems of slow response, poor precision, and weak anti-interference ability in hydraulic servo position controls, a Kalman genetic optimization PID controller is designed. Firstly, aiming at the nonlinear problems such as internal leakage and oil compressibility in the hydraulic servo system, the mathematical model of the hydraulic servo system is established. By analyzing the working characteristics of the servo valve and hydraulic cylinder in the hydraulic servo system, the parameters in the mathematical model are determined. Secondly, a genetic algorithm is used to search the optimal proportional integral differential (PID) controller gain of the hydraulic servo system to realize the accurate control of valve-controlled hydraulic cylinder displacement in the hydraulic servo system. Under the positioning benchmark of step signal and sine wave signal, the PID algorithm and the genetic optimized PID algorithm are compared in the system simulation model established by Simulink. Finally, to solve the amplitude fluctuations caused by the GA optimized PID and reduce the influence of external disturbances, a Kalman filtering algorithm is added to the hydraulic servo system to reduce the amplitude fluctuations and the influence of external disturbances on the system. The simulation results show that the designed Kalman genetic optimization PID controller can be better applied to the position control of the hydraulic servo system. Compared with the traditional PID control algorithm, the PID algorithm optimized by genetic algorithm improves the system’s response speed and control accuracy; the Kalman filter is a good solution for the amplitude fluctuations caused by GA-optimized PID that reduces the influence of external disturbances on the hydraulic servo system. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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15 pages, 4740 KiB  
Article
Active Vibration-Based Condition Monitoring of a Transmission Line
by Liuhuo Wang, Chengfeng Liu, Xiaowei Zhu, Zhixian Xu, Wenwei Zhu and Long Zhao
Actuators 2021, 10(12), 309; https://doi.org/10.3390/act10120309 - 25 Nov 2021
Cited by 10 | Viewed by 3476
Abstract
In the power system, the transmission tower is located in a variety of terrains. Sometimes there will be displacement, inclination, settlement and other phenomena, which eventually lead to the collapse of the tower. In this paper, a method for monitoring the settlement of [...] Read more.
In the power system, the transmission tower is located in a variety of terrains. Sometimes there will be displacement, inclination, settlement and other phenomena, which eventually lead to the collapse of the tower. In this paper, a method for monitoring the settlement of a transmission tower based on active vibration response is proposed, which is based on the principle of modal identification. Firstly, a device was designed, which includes three parts: a monitoring host, wireless sensor and excitation device. It can tap the transmission tower independently and regularly, and collect the vibration response of the transmission tower. Then, vibration analysis experiments were used to validate the horizontal vibration responses of transmission towers which can be obtained by striking the transmission towers from either the X direction or Y direction. It can be seen from the frequency response function that the natural frequencies obtained from these two directions are identical. Finally, the transmission tower settlement experiment was carried out. The experimental results show that the third to fifth natural frequencies decreased most obviously, even up to 2.83 Hz. Further, it was found that under different conditions, as long as the tower legs adjacent to the excitation position settle, the natural frequency will decrease more significantly, which is very helpful for engineering application. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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16 pages, 8538 KiB  
Article
Design of Two-Axial Actuator for Controlled Vibration Damper for Large Rams
by Lukáš Novotný, Jaroslav Červenka, Matěj Sulitka, Jiří Švéda, Miroslav Janota and Petr Kupka
Actuators 2021, 10(8), 199; https://doi.org/10.3390/act10080199 - 19 Aug 2021
Cited by 2 | Viewed by 2854
Abstract
Machine tool rams are important constructional elements found on vertical lathes as well as on many other machines. In most cases, a machine tool ram constitutes an assembly with significant dynamic compliance that affects the machine’s ability to achieve stable cutting conditions. There [...] Read more.
Machine tool rams are important constructional elements found on vertical lathes as well as on many other machines. In most cases, a machine tool ram constitutes an assembly with significant dynamic compliance that affects the machine’s ability to achieve stable cutting conditions. There are various solutions for increasing a machine tool ram’s stiffness and damping. This paper describes an innovative concept of a two-axial electromagnetic actuator for controlled vibration dampers with high dynamic force values. The described solution is purposefully based on the use of standard electric drives. As a result, the size of the actuator is easier to scale to the required application. The solution is designed as a spacer between the end of the ram and the head. The paper presents the actuator concept, construction design, current control loop solution and experimental verification of the controlled vibration damper’s function on the test ram in detail. The presented position measurement concept will enable the use of non-contact position sensors for motor commutation as well as for possible use in vibration suppression control. Applications can be expected mainly in the field of vibration suppression of vertical rams of large machine tools. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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16 pages, 3300 KiB  
Article
Vibrational Amplitude Frequency Characteristics Analysis of a Controlled Nonlinear Meso-Scale Beam
by Zu-Guang Ying and Yi-Qing Ni
Actuators 2021, 10(8), 180; https://doi.org/10.3390/act10080180 - 3 Aug 2021
Cited by 2 | Viewed by 2210
Abstract
Vibration response and amplitude frequency characteristics of a controlled nonlinear meso-scale beam under periodic loading are studied. A method including a general analytical expression for harmonic balance solution to periodic vibration and an updated cycle iteration algorithm for amplitude frequency relation of periodic [...] Read more.
Vibration response and amplitude frequency characteristics of a controlled nonlinear meso-scale beam under periodic loading are studied. A method including a general analytical expression for harmonic balance solution to periodic vibration and an updated cycle iteration algorithm for amplitude frequency relation of periodic response is developed. A vibration equation with the general expression of nonlinear terms for periodic response is derived and a general analytical expression for harmonic balance solution is obtained. An updated cycle iteration procedure is proposed to obtain amplitude frequency relation. Periodic vibration response with various frequencies can be calculated uniformly using the method. The method can take into account the effect of higher harmonic components on vibration response, and it is applicable to various periodic vibration analyses including principal resonance, super-harmonic resonance, and multiple stationary responses. Numerical results demonstrate that the developed method has good convergence and accuracy. The response amplitude should be determined by the periodic solution with multiple harmonic terms instead of only the first harmonic term. The damping effect on response illustrates that vibration responses of the nonlinear meso beam can be reduced by feedback control with certain damping gain. The amplitude frequency characteristics including anti-resonance and resonant response variation have potential application to the vibration control design of nonlinear meso-scale structure systems. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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15 pages, 2883 KiB  
Article
Factors Affecting the Dependency of Shear Strain of LRB and SHDR: Experimental Study
by Chao-Yong Shen, Xiang-Yun Huang, Yang-Yang Chen and Yu-Hong Ma
Actuators 2021, 10(5), 98; https://doi.org/10.3390/act10050098 - 7 May 2021
Cited by 4 | Viewed by 2463
Abstract
In this research we conducted a sensitivity experimental study where we explored the dependency of the shear strain on the seismic properties of bearings, namely lead rubber bearing (LRB) and super high damping rubber bearing (SHDR). The factors studied were vertical pressure, temperature, [...] Read more.
In this research we conducted a sensitivity experimental study where we explored the dependency of the shear strain on the seismic properties of bearings, namely lead rubber bearing (LRB) and super high damping rubber bearing (SHDR). The factors studied were vertical pressure, temperature, shear modulus of the inner rubber (G value), loading frequency, and loading sequence. Six specimens were adopted, i.e., three LRBs and three SHDR bearings. A series of test plans were designed. The seismic characteristics of the bearings were captured through a cyclic loading test, which included post-yield stiffness, characteristic strength, area of a single cycle of the hysteretic loop, equivalent stiffness, and equivalent damping ratio. A whole analysis of variances was then conducted. At the same time, to explore certain phenomena caused by the factors, an extended discussion was carried out. Test results showed that the temperature is the most dominant feature, whereas the G value is the least contributing factor, with the effect of the loading frequency and the loading sequence found between these two. The increment of the post-yielded stiffness for LRB from 100% to 25% is a significant reduction from a low temperature to high one. The slope of the characteristic strength versus the shear strain for LRB under high temperature is larger than the one under low temperature. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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20 pages, 16009 KiB  
Article
Road Roughness Estimation Based on the Vehicle Frequency Response Function
by Qingxia Zhang, Jilin Hou, Zhongdong Duan, Łukasz Jankowski and Xiaoyang Hu
Actuators 2021, 10(5), 89; https://doi.org/10.3390/act10050089 - 26 Apr 2021
Cited by 18 | Viewed by 4505
Abstract
Road roughness is an important factor in road network maintenance and ride quality. This paper proposes a road-roughness estimation method using the frequency response function (FRF) of a vehicle. First, based on the motion equation of the vehicle and the time shift property [...] Read more.
Road roughness is an important factor in road network maintenance and ride quality. This paper proposes a road-roughness estimation method using the frequency response function (FRF) of a vehicle. First, based on the motion equation of the vehicle and the time shift property of the Fourier transform, the vehicle FRF with respect to the displacements of vehicle–road contact points, which describes the relationship between the measured response and road roughness, is deduced and simplified. The key to road roughness estimation is the vehicle FRF, which can be estimated directly using the measured response and the designed shape of the road based on the least-squares method. To eliminate the singular data in the estimated FRF, the shape function method was employed to improve the local curve of the FRF. Moreover, the road roughness can be estimated online by combining the estimated roughness in the overlapping time periods. Finally, a half-car model was used to numerically validate the proposed methods of road roughness estimation. Driving tests of a vehicle passing over a known-sized hump were designed to estimate the vehicle FRF, and the simulated vehicle accelerations were taken as the measured responses considering a 5% Gaussian white noise. Based on the directly estimated vehicle FRF and updated FRF, the road roughness estimation, which considers the influence of the sensors and quantity of measured data at different vehicle speeds, is discussed and compared. The results show that road roughness can be estimated using the proposed method with acceptable accuracy and robustness. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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15 pages, 5432 KiB  
Article
Investigation of Mechanical and Damping Performances of Cylindrical Viscoelastic Dampers in Wide Frequency Range
by Teng Ge, Xing-Huai Huang, Ying-Qing Guo, Ze-Feng He and Zhong-Wei Hu
Actuators 2021, 10(4), 71; https://doi.org/10.3390/act10040071 - 4 Apr 2021
Cited by 14 | Viewed by 3381
Abstract
This paper aims to develop viscoelastic dampers, which can effectively suppress vibration in a wide frequency range. First, several viscoelastic materials for damping performance were selected, and different batches of cylindrical viscoelastic dampers were fabricated by overall vulcanization. Second, the dynamic mechanical properties [...] Read more.
This paper aims to develop viscoelastic dampers, which can effectively suppress vibration in a wide frequency range. First, several viscoelastic materials for damping performance were selected, and different batches of cylindrical viscoelastic dampers were fabricated by overall vulcanization. Second, the dynamic mechanical properties of the cylindrical viscoelastic dampers under different amplitudes and frequencies are tested, and the hysteretic curves under different loading conditions are obtained. Finally, by calculating the dynamic mechanical properties of the cylindrical viscoelastic dampers, the energy dissipation performance of these different batches of viscoelastic dampers is compared and analyzed. The experimental results show that the cylindrical viscoelastic damper presents a full hysteretic curve in a wide frequency range, in which the maximum loss factor can reach 0.57. Besides, the equivalent stiffness, storage modulus, loss factor, and energy consumption per cycle of the viscoelastic damper raise with the frequency increasing, while the equivalent damping decreases with the increase of frequency. When the displacement increases, the energy consumption per cycle of the viscoelastic damper rises rapidly, and the equivalent stiffness, equivalent damping, storage modulus, and loss factor change slightly. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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Review

Jump to: Editorial, Research

26 pages, 3365 KiB  
Review
A Review of Piezoelectric Material-Based Structural Control and Health Monitoring Techniques for Engineering Structures: Challenges and Opportunities
by Abdul Aabid, Bisma Parveez, Md Abdul Raheman, Yasser E. Ibrahim, Asraar Anjum, Meftah Hrairi, Nagma Parveen and Jalal Mohammed Zayan
Actuators 2021, 10(5), 101; https://doi.org/10.3390/act10050101 - 10 May 2021
Cited by 72 | Viewed by 8432
Abstract
With the breadth of applications and analysis performed over the last few decades, it would not be an exaggeration to call piezoelectric materials “the top of the crop” of smart materials. Piezoelectric materials have emerged as the most researched materials for practical applications [...] Read more.
With the breadth of applications and analysis performed over the last few decades, it would not be an exaggeration to call piezoelectric materials “the top of the crop” of smart materials. Piezoelectric materials have emerged as the most researched materials for practical applications among the numerous smart materials. They owe it to a few main reasons, including low cost, high bandwidth of service, availability in a variety of formats, and ease of handling and execution. Several authors have used piezoelectric materials as sensors and actuators to effectively control structural vibrations, noise, and active control, as well as for structural health monitoring, over the last three decades. These studies cover a wide range of engineering disciplines, from vast space systems to aerospace, automotive, civil, and biomedical engineering. Therefore, in this review, a study has been reported on piezoelectric materials and their advantages in engineering fields with fundamental modeling and applications. Next, the new approaches and hypotheses suggested by different scholars are also explored for control/repair methods and the structural health monitoring of engineering structures. Lastly, the challenges and opportunities has been discussed based on the exhaustive literature studies for future work. As a result, this review can serve as a guideline for the researchers who want to use piezoelectric materials for engineering structures. Full article
(This article belongs to the Special Issue Vibration Control and Structure Health Monitoring)
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