1. Introduction
Noise exposure may have a negative impact on humans health and well being, as it may lead not only to hearing damage, but also to non-auditory adverse health effects [
1]. The risk of health damage depends on noise frequency and the duration of noise exposure [
2]. This issue is mainly observed in the industrial work environment, where uncontrolled exposure to noise produced by machines may result in hearing disfunctions of employees [
3]. Environmental noise is also examined in the context of transportation, as high levels of aircraft, road, wind turbine [
4] and railway noise may lead to health disturbances [
5]. For instance, railway traffic noise levels can be dangerous for humans in an urban environment [
6]. As the recent studies show, railway noise coming from different sources cannot be neglected in modeling due to its impact on humans [
7]. Aircraft overflights noise may lead to biodiversity loss [
8]. Recently, coastal and port areas have also been investigated as port activities have been identified as an important source of noise [
9]. Different possible effects of environmental noise have been well recognized, based on existing studies [
10]. Noise is a direct consequence of vibration of structures.
Human exposure to vibration, mainly observed in transport and industry, is especially dangerous at low frequencies, up to 100 Hz [
11]. Different possible sources of vibration-induced health damage exist. Handheld vibrating machines may lead to skeletal or muscular pathologies [
12]. Floor vibration may also have harmful effects on office workers in buildings [
13].
The common goal of researchers in the field of noise and vibration control is to effectively reduce exposure to noise and vibration in the environment. Different materials and methods may be employed, depending on the examined case. For instance, if road traffic is considered, Bus Signal Priority (BSP) may be employed as an urban noise reduction solution [
14]. Road traffic noise prediction models help the researchers investigating health outcomes worldwide [
15]. Modeling of low-noise pavements is also crucial due to the influence of their acoustic performance on urban noise levels [
16].
In the field of noise reduction, three main methods are widely recognized: passive, semi-active and active.
Passive approaches to noise control allow for noise attenuation by using different types of enclosures, barriers and silencers, while in passive vibration control, spring-mass-damper decoupling can be employed [
17]. Damping is also important, for instance, in the systems measuring pavements’ acoustic impedance, to ensure its correct evaluation [
18]. Both passive noise and vibration control techniques are effective only at the mid- and high frequencies [
19]. At low frequencies, passive noise barriers’ dimensions, mass, and cost should be increased, which makes them unaccepted for many applications [
20].
Active methods, despite their high cost and complexity [
21], are a lightweight solution to low-frequency sound and vibration problems [
22]. In a classic approach, they introduce controllable secondary sources, which are driven to produce the output interfering destructively with primary source disturbance [
22]. Another approach may be Active Structural Acoustic Control, which employs shakers or piezoelectric patch actuators [
23] as secondary sources.
Hybrid techniques combine benefits of passive and active techniques [
21]. One of the examples is a nonlinear electronic damping technique, Synchronized Switch Damping (SSD), which is robust to environmental variation [
24].
One of the approaches to noise and vibration reduction may be a casing, which encloses a noise-generating device. Such casing may differ in its design and properties. In previous research, the authors proposed, inter alia, one of SSD’s variants [
25] as a robust semi-active approach in case of a rigid device casing, and an Active Structural Acoustic Control approach to control a lightweight active casing placed at a wall [
26] or in a corner [
27].
In this research, a semi-active method is employed for reduction of the double-panel structure vibration. Such a method is called semi-active, as the actuator is supplied with the energy source to change properties of the structure, and not to force a vibration [
28]. A noise-generating loudspeaker is placed inside the cubic rigid casing. Each of the casing walls may be built of single- or double panels [
29]. In this study, one of the casing walls is a double-panel structure, consisting of thin steel panels, coupled with the use of electromagnetic actuators—solenoids. Each solenoid’s stiffness may vary, depending on the duty cycle specified with the use of a Pulse Width Modulation method. The other walls of the casing are built of plywood single panels. The details of the rigid device casing are presented in
Section 2.1.
The double-panel structures are widely used due to their property of a good sound insulation [
20]. As they are also characterized by a light weight, they are widely used in aerospace [
30], railway, automotive, and other industries [
31]. However, their performance decays at low frequencies mainly due to the mass-air-mass resonance, where, in turn, an active control approach may be applied [
32,
33]. One of the advantages of a double-panel structure over a single panel is that its sound-absorbing performance can be improved, e.g., by interlayers and absorbing materials [
34,
35]. To improve structure performance around the mass-air-mass resonance, a mass-spring-damper system may be applied [
36]. In recent years, research on the orthogonally stiffened double composite panel structures has also been done [
37,
38].
In this study, Macro-Fiber Composite (MFC) patches are attached to the radiating panel of the double-panel structure to measure vibration of this panel. Piezocomposites, possible to use both as sensors and actuators, are known for their high-quality properties, such as low mass and high flexibility [
39]. This is an important class of smart materials, which produce electrical charge if exposed to mechanical deformations [
40]. In this research, five MFC elements are used to measure vibration of the radiating panel of the double-panel structure. Positions of these elements were arbitrary selected. Experimental results are analyzed to determine, what is the influence of such location of the piezocomposites on the overall performance of the structure. However, to get more benefits from the method, placement of MFC elements should be a subject of optimization, to guarantee that all the considered vibration modes are observed and the noise-to-signal ratio is reduced.
As in Lalanne [
41], random vibration may be analyzed either by applying statistical methods to the signals with respect to time or by plotting signal spectra. There exist several parameters useful in such analysis, e.g., Root Mean Square value of the signal or Power Spectral Density (PSD). In this research, vibrations measured by Macro-Fiber Composite sensors are presented in the frequency domain as the Power Spectral Density estimates of the input signals and respective conclusions are drawn.
The remainder of this paper is organised as follows: in
Section 2 the experimental setup is presented and the rigid device casing is desribed in details. The choice of placements of MFC sensors and electromagnetic dampers (solenoids) is explained. A description of the research experiment is included. In
Section 3, results are presented in the frequency domain, and in
Section 4 they are discussed in details.
Section 5 contains observations and conclusions from the research. It presents advantages and drawbacks of the proposed method, and discusses possibilities for the future development of the presented method.
2. Materials and Methods
2.1. Experimental Setup
The experimental setup is shown in
Figure 1. It consists of a rigid device casing, a noise-emitting loudspeaker placed inside the casing, the solenoids between panels of casing’s front wall being a double-panel structure, and MFC elements measuring vibration of its radiating panel. Descriptions of particular objects are provided below.
The rigid casing employed in this research has a cubic shape. Its dimensions are 600 mm × 600 mm × 600 mm [
29]. Each casing wall, except the sound-insulated base, consists of single or double panels mounted to the heavy frame with twenty screws. Such assembly allows to obtain approximately boundary conditions known as “fully clamped” [
43]. In such case, if a double-panel structure is fully clamped, each panel’s moment rotation and transverse deflection along its edges are assumed to be zero [
44]. If each panel has the dimensions of
, then transverse displacements
and
may be expressed as [
44]:
Each panel has the dimensions of 420 mm × 420 mm. Left, right, back and top casing walls are built of single panels, while its front wall consists of double panels. The single-panel walls are made of plywood, and additional layer of 40 mm thick foam is attached to their inner sides, to increase their sound-insulating properties.
The double-panel structure consists of thin steel panels. The distance between the panels is equal to 50 mm. The inner (incident [
20]) panel is 0.6 mm thick, and the outer (radiating [
20]) panel is 0.5 mm thick. The double-panel structure considered in this research is an asymmetric one, because such design provides different resonant frequencies of the panels. In such case, if an active control system is applied, the issue of lack of observability in the air cavity of the structure can be easily avoided [
45]. Between the panels, five electromagnetic dampers (solenoids) are mounted perpendicularly to each panel’s surface. The solenoid’s properties are given in
Table 1.
Each solenoid consists of a coil and a ferromagnetic core. When the current flows through the coil, an electromotive force is induced inside, which causes the core to be held inside the coil’s centre. The average electromotive force depends on the average current, which is set with the use of PWM. Peak-to-peak voltage is equal to 11 V. The maximal voltage value (12 V), specified for a solenoid in
Table 1, was not applied during the experiments due to safety reasons.
The coils are mounted to the outer side of the incident panel with the use of dedicated elements, printed using 3D technology (
Figure 2). The cores are mounted to the inner side of the radiating panel. Each core is placed inside the corresponding coil’s centre.
On the outer side of the radiating panel, five MFC M8514-P2 elements were attached to its surface with the use of epoxy glue. Each MFC element’s performance was checked before the experiment with the use of reference input to ensure stable measurements. However, quality of the MFCs installation may slightly vary along the panel surface. The authors assumed that the differences do not affect the results significantly, as the use of epoxy glue provides rigid connection between the MFCs and the panel. As there are five sensors and five dampers in the experimental setup, their distribution was assumed to be regular in this stage of research. To determine exact placements of MFCs and solenoids, the mode (3,3) shape was used because it is characterized by exactly five highest amplitude peaks in the same phase. In
Figure 3, mode (3,3) shapes for a single panel (
Figure 3a) and for the radiating panel of the double wall (
Figure 3b–d) are compared [
42].
Figure 3b–d present three different numerical models of the double-panel structure, implemented with the use of ANSYS software. In
Figure 3b, numerical model of the radiating panel’s mode (3,3) shape without couplings is presented. In this case, there is only the air cavity between the panels. In
Figure 3c, numerical model of the radiating panel’s mode (3,3) shape with 5 inactive couplings is presented. In this case, the solenoids are considered as the mass loadings only. In
Figure 3d, numerical model of the radiating panel’s mode (3,3) shape with five activated couplings is presented. In this case, the solenoid coils and cores are considered as the mass loadings connected with the springs characterized by the assumed stiffness. Although presented mode shapes are slightly irregular for the double wall, they are similar to mode shape of the single panel.
Based on the models outcome, placements of MFCs and solenoids on the panels were specified. The schematic representation of both the incident panel and the radiating panel is presented in
Figure 4. The exact placements of solenoids and MFCs are marked as the yellow dots. Each solenoid/ MFC is numbered from 1 to 5, as in
Figure 4. Hence, in further analysis provided below in this paper, the following nomenclature for MFC elements is used: MFC1, MFC2, MFC3, MFC4 and MFC5. The following nomenclature is used for the solenoids which couple the panels: C1, C2, C3, C4 and C5.
It is noteworthy that such coordinates of sensors and dampers on the panels may not be the optimal ones in terms of controllability and observability measures defined for the considered noise frequency band. The preliminary experiment is performed to identify the benefits of the presented double-panel structure modification, whether the interconnection can support reduction of noise or vibration transmitted through the structure to the environment. It is a starting point for the future optimization of solenoids’ and MFC elements’ placements.
Inside the casing, an active loudspeaker is placed as the noise source. The loudspeaker emits broadband noise up to 500 Hz. Its membrane is placed at a distance equal to 100 mm from the incident panel of the double-panel structure. A simplified schematic representation of the experimental setup is presented in
Figure 5.
2.2. Research Experiment
The research experiment was performed in several series. MFC elements were used to measure vibration of the radiating panel, when the double-panel structure was excited with a broadband noise (up to 500 Hz) emitted by the loudspeaker. The solenoids acted as the dampers, if voltage was applied. A PWM signal, used to supply the solenoids, was characterized by peak-to-peak voltage equal to 11 V, and its duty cycle was modified with the use of PWM method. If a solenoid was charged, it was considered as activated, as applying current to solenoid’s coil induces an electromotive force which causes ferromagnetic core to be held inside the coil’s centre. If the solenoid was not charged, and only acted as a mass between two panels, then it was considered as inactive.
Four main scenarios were considered for different numbers of activated solenoids. The first scenario was the reference, when all solenoids were inactive and the core was able to move inside the coil, as an electromotive force was not induced. In the second scenario, one solenoid (numbered 3, the central one) was activated. In the third scenario, four solenoids (located near the panel’s corners, numbered as 1, 2, 4, and 5) were activated. In the fourth scenario, all solenoids were activated.
Each of measurement series for these scenarios was repeated for different values of duty cycle of the PWM signal: 25%, 50%, 75%, and 99%. Hence, there were thirteen measurement series in total, including the reference (
Table 2). The change of the duty cycle was justified by its indirect influence on stiffness of panels couplings. As applying voltage characterized by 99% duty cycle causes the solenoid’s coil to heat up quickly, lower values of duty cycle were also checked, to observe if it is possible to achieve vibration reduction on the similar level when setting up a lower duty cycle of a PWM signal.
Software used for elements control and raw data acquisition was implemented with the use of LabVIEW environment. A program was developed to generate an excitation signal, to modulate a PWM signal supplying the solenoids, and to acquire measurement data from MFC elements with sampling rate equal to 20 kHz. Raw data from MFC elements, as the vectors of samples, were further processed with the use of MATLAB® environment.
3. Results
As stated in
Section 2.2, raw data measured by MFCs were collected as vectors of samples of length 560k, which contained 28 series of measurements. First 20k samples were discarded. Data were further processed to obtain vectors of length 20k, averaged from 27 measurement series. The data were transformed into frequency domain to observe the frequencies and amplitudes of the peaks.
Random vibration may be analyzed either by applying statistical methods to the signals with respect to time or by plotting signal spectra [
41]. In this research, vibrations measured by Macro-Fiber Composite sensors are presented as Power Spectral Density estimates of the input signals, obtained with the use of the Welch method, where sampling rate is 20 kHz, expected PSD spectral resolution is 1 Hz, Hanning window’s length is 5k, and number of overlapped samples is 0.
The analysis of PSD estimate for each MFC element is divided into two parts. In
Figure 6,
Figure 7,
Figure 8,
Figure 9 and
Figure 10, PSD estimates are plotted separately for different number of activated solenoids, in the frequency range up to 500 Hz. For each specified number of activated solenoids, the reference scenario, with all solenoids considered as inactive, is also included. Each Figure shows an influence of variable duty cycle on the obtained PSD estimates of the input signals.
In the second part of the analysis,
Table 3,
Table 4,
Table 5,
Table 6 and
Table 7 are provided to present the most efficient value of duty cycle for each scenario. The efficiency factor for a specific coupling, expressed in %, is calculated as a percent of PSD estimate’s frequencies in range 0–500 Hz, where a specific duty cycle leads to the lowest PSD estimate. In the calculations, PSD spectral resolution equal to 1 Hz is assumed. For instance, if one active solenoid is considered, the efficiency factor is calculated for the reference scenario and for all specified values of duty cycle (from 25% to 99%). As five different scenarios are considered, efficiency factor is calculated for each of them in the given PSD estimate’s frequency range, and sum of efficiency factors should always be equal to 100%, as each frequency value is considered during the calculation process. Validation of obtained efficiency factor values is provided in the corresponding Table. For better readability of the tables, the highest value of efficiency factor in each scenario is in boldface. The reference scenario is included in all calculations as it is assumed that for some frequencies it may be more beneficial not to turn on some of the solenoids in view of the level of possible vibration reduction.
Figure 6,
Figure 7,
Figure 8,
Figure 9 and
Figure 10 and
Table 3,
Table 4,
Table 5,
Table 6 and
Table 7 are related to each other. In each of the mentioned Figures, the areas below curves of the PSD estimates providing the highest efficiency factor values are filled with light green color, to visualize the performance of the best scenarios, based on the calculated efficiency factors.
In this analysis, maximal differences between the lowest and highest PSD estimates in each Figure are not included, as their values may change due to change of Welch method parameters, and cannot be considered as an absolute value of vibration reduction. This research aims to focus on the overall benefits of double-panel structure employment, and to provide a justification for the use of electromagnetic couplings of the panels, as it is a basis for a future development of the proposed method, also with other coupling elements.
5. Conclusions
This paper presents a modification of the double-panel structure by coupling the panels with solenoids where vibrations of the radiating plate were measured with the use of MFCs. The concept behind introduced modification was to change vibroacoustic properties of the double-panel structure, to improve vibration isolation and/or noise reduction. Such an effect was supposed to be achieved through indirect change of couplings’ stiffness, implied by change of the duty cycle of a PWM signal provided to the solenoids. The proper placements of solenoids had an important role in improving the vibration reduction performance of the structure as well.
The presented research indicates that an optimization algorithm has to be developed to find the most beneficial placements of the couplings between the double panels. Arbitrarily selected, regular distribution of couplings may provide vibration reduction in a wide frequency band, but for the best possible effects, a theoretical basis has to be developed and validated. In general, duty cycle equal to 99% provided the best effects. However, activating all couplings with maximal stiffness was not always an optimal solution, as the highest efficiency factor of all was related to a scenario of one coupling activated. It could also mean that the placement of MFC3 was close to the optimal one and the mass-air-mass resonance was mostly influenced in such scenario. The research indicates that it is necessary to provide a control algorithm which will change duty cycle of the solenoids in real time, depending on the measurements acquired by the error sensors, which may be MFCs for vibration reduction or microphones for noise reduction.
The examined experimental setup provided a possibility to reduce vibration in a wide frequency band, despite being in a preliminary stage. The results are promising, and further research may provide even better vibration reduction performance of the structure. It has been confirmed that the use of double-panel structures in noise and vibration reduction is reasonable. One of its advantages over the single panels is, as proven in this paper, the possibility of adding modifications in the air cavity between the double panels.
The presented design of the double-panel structure may be used in the casings, which enclose noise- and vibration-generating machines, to lower the overall noise transmitted through the casing as well as vibration of the casing itself. Since the structure can generally be lightweight, it can be used for various kinds of industrial devices or even household appliances.