micromachines Article Characteristic Study of a Typical Satellite Solar Panel under Mechanical Vibrations Xin Shen 1 , Yipeng Wu 1, * , Quan Yuan 1 , Junfeng He 1 , Chunhua Zhou 1,2, * and Junfeng Shen 2 1 2 * State Key Laboratory of Mechanics and Control for Aerospace Structures, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China; shenxin0413@nuaa.edu.cn (X.S.) Shanghai Institute of Satellite Engineering, Shanghai 201109, China Correspondence: yipeng.wu@nuaa.edu.cn (Y.W.); zch777@126.com (C.Z.) Abstract: As the most common energy source of spacecraft, photovoltaic (PV) power generation has become one of the hottest research fields. During the on-orbit operation of spacecraft, the influence of various uncertain factors and the unbalanced inertial force will make the solar PV wing vibrate and degrade its performance. In this study, we investigated the influence of mechanical vibration on the output characteristics of PV array systems. Specifically, we focused on a three-segment solar panel commonly found on satellites, analyzing both its dynamic response and electrical output characteristics under mechanical vibration using numerical simulation software. The correctness of the simulation model was partly confirmed by experiments. The results showed that the maximum output power of the selected solar panel was reduced by 5.53% and its fill factor exhibited a decline from the original value of 0.8031 to 0.7587, provided that the external load applied on the panel increased to 10 N/m2 , i.e., the vibration frequency and the maximal deflection angle were 0.3754 Hz and 74.9871◦ , respectively. These findings highlight a significant decrease in the overall energy conversion efficiency of the solar panel when operating under vibration conditions. Keywords: photovoltaic modules; solar panel; mechanical vibration; power generation 1. Introduction Citation: Shen, X.; Wu, Y.; Yuan, Q.; He, J.; Zhou, C.; Shen, J. Characteristic Study of a Typical Satellite Solar Panel under Mechanical Vibrations. Micromachines 2024, 15, 996. https:// doi.org/10.3390/mi15080996 Academic Editor: Igor Medintz Received: 12 July 2024 Revised: 29 July 2024 Accepted: 29 July 2024 Published: 31 July 2024 Copyright: © 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/). As one of the most significant parts of renewable energy, solar energy has become a hotspot for research worldwide in recent years due to its sustainability and universality. Photovoltaic (PV) systems, which convert the light energy of the sun into electrical energy, represent the most common application of solar power [1]. For example, large-scale solar power plants and rooftop solar panels are now a common sight. And solar powergeneration systems are increasingly being mounted on various types of mobile carriers, including cars, satellites, ships, and drones. Additionally, the new concept of floating PV systems on water surfaces is gaining visibility among the public. Normally, researchers think that the efficiency of photovoltaic power generation is mainly affected by solar radiation and temperature [2–4]. For this reason, Cuce et al. [5] experimentally demonstrated that the photogenerated output current, short-circuit current, and other parameters of solar arrays are directly proportional to the light intensity, and the equivalent light intensity is related to the equivalent area of the array perpendicular to the direction of the light. Localized shadows often appear in PV arrays due to interference from the projected coverings of houses, plants, localized dark clouds, surface dust, etc. In this case, the PV system has multiple local maximum power points (MPPs), i.e., its power–voltage (P-V) curve exhibits a multi-peak characteristic [6–8]. Abdulmawjood et al. [9] analyzed the impact of different shading patterns on the P-V characteristics through performing a set of simulations with different array configurations. It was found through experiments that the power dropped significantly when the shading increased. Under localized shadows, PV arrays also produce hotspot effects, resulting in multi-peakoutput P-V curves, at which time the conventional maximum power point tracking (MPPT) Micromachines 2024, 15, 996. https://doi.org/10.3390/mi15080996 https://www.mdpi.com/journal/micromachines Micromachines 2024, 15, 996 2 of 15 is prone to local extreme points and failure [10]. In addition, as the main factor affecting the performance of photovoltaic power generation, solar radiation’s own randomness and cyclical changes will make the power of photovoltaic power generation intermittent and fluctuating [11,12]. In consideration of the application environment of PV systems, it is easy to find that mechanical vibration always exists and may also have an influence. However, there has not been a lot of public interest in this. Although not particularly emphasized in engineering, some scholars have conducted research in response to such questions. Domestic largescale photovoltaic power plants are mainly distributed in the northwest and other lightrich regions of China, where the windy climate also brings a negative impact on the efficient operation of photovoltaic power-generation systems. With the help of experiments, scholars have demonstrated that wind-induced vibration leads to oscillations of output current [13,14], and they have inferred that, in the low-frequency range, vibration-induced current transients and oscillations in the output of PV modules are the main sources of distortion. Vibrations from the carrier motion itself or from the carrier engine operation can also cause the oscillation of the PV module mounted on the carrier surface. Studies by Zhang [15] investigated PV components on a train, proving that the carrier vibration will lead to changes in the output characteristics, which will in turn lead to the failure of the original MPPT control. Vidović et al. [16] focused on ocean floating solar power-generation devices, and combined a static solar radiation energy calculation model with the dynamic swing of the float angle to determine that the radiation energy received by the float and photovoltaic cells under the influence of waves was 87.5% of the solar radiation energy received by photovoltaic cells fixedly installed at the optimal receiving angle under the same conditions. Although mechanical vibration energy can be collected and converted into electrical energy [17,18], the power-generation reduction in PV systems does exist and strongly complicates the MPPT algorithm under vibration conditions. Moreover, as the sole power source for most satellites, solar arrays are usually large outreach structures, and their size is increasing due to their growing number of tasks and power requirements [19]. During on-orbit operation, the influence of various uncertain factors in the space environment and the unbalanced inertial force can easily cause solar arrays to vibrate and degrade their performance [20]. Therefore, to gain a deeper understanding of the impact of mechanical vibration on the output characteristics of PV systems and to meet the engineering application needs, this study takes a classical three-segment satellite solar panel as the research object and mainly calculates its dynamic response and electrical performance under mechanical vibration, and the effects are systematically discussed. This study provides new insights for future research on structural vibration suppression and the MPPT algorithm in satellite solar panels, and the research process is also applicable to the analysis of ground-based PV systems subject to vibration, especially in times of dramatic climate change. This paper is structured as follows: Section 2 outlines the structural dynamics and photovoltaic power modeling of a typical satellite solar panel. Section 3 details the characterization of the solar panel under specific conditions. Finally, the conclusions are presented in Section 4. 2. Structural Dynamics and Photovoltaic Power Model of a Typical Solar Panel 2.1. Structural Dynamics Model of a Typical Solar Panel A satellite solar panel is a large-span, highly flexible, external extension structural system, but the individual rectangular panels that constitute its basic units can be well described using a linear model [21]. Therefore, in this paper, the three-segment solar panel is represented by a typical model of three elastic rectangular thin plates connected with micro-torsion springs. As shown in Figure 1, Plate-1 was fixedly attached to the spacecraft body and connected to Plate-2 by two torsion springs k1 and k2 , and Plate-2 was connected to Plate-3 by torsion springs k3 and k4 . In the figure, a and b represent the side lengths of a single rectangular plate in the x and y directions, respectively, while y1 and y2 represent the Micromachines 2024, 15, 996 micro-torsion springs. As shown in Figure 1, Plate-1 was fixedly attached to the spacecraft body and connected to Plate-2 by two torsion springs k1 and k2, and Plate-2 was connected to Plate-3 by torsion springs k3 and k4. In the figure, a and b represent the side lengths of a single rectangular plate in the x and y directions, respectively, while y1 and y2 represent 3 of 15 the connection positions of torsion springs k1, k3 and k2, k4 in the y direction, respectively. The follow-up studies were based on the above model with the following assumptions [21,22]: connection positions of torsion springs k1 , k3 and k2 , k4 in the y direction, respectively. The studies based on the above model with theconnected following by assumptions [21,22]: 1.follow-up The solar arraywere consisted of three rectangular plates torsion springs, and the substructures, such as rectangular plates and springs, can be described byand a 1. The solar array consisted of three rectangular plates connected by torsion springs, linear model. This means that the deformation of the plates and the torsion springs the substructures, such as rectangular plates and springs, can be described by a linear was within the means linear elasticity range, and the nonlinearity of model. This that the deformation ofgeometric the platesand andmaterial the torsion springs was the structure’s deformation notand considered. within the linear elasticity was range, the geometric and material nonlinearity of the 2. The rigid-body motion of was the spacecraft flight was fixed, and only the elastic vibrastructure’s deformation not considered. the panel is discussed. first plate waswas fixed to the body, vibration and the Theofrigid-body motion of theThe spacecraft flight fixed, andspacecraft only the elastic 2. tion reference coordinate system is shown in Figure 1. of the panel is discussed. The first plate was fixed to the spacecraft body, and the 3. The two plates were connected two torsion springs, which had rotational freedom reference coordinate system isby shown in Figure 1. the y-axis. The torsion and joints were small, and their structures 3. only Thearound two plates were connected bysprings two torsion springs, which had rotational freedom ensured the effective transmission ofsprings torque, and shear force, andsmall, axial and force. only around the y-axis. The torsion joints were their structures ensured effective transmission of torque, force, and axial force. 4. The panel the formed a stable system when it wasshear completely unfolded, meaning that 4. the The panel formed a stable system when ittorsion was completely unfolded, meaning that the rectangular plates and the connecting springs were well fixed. rectangular and the connecting springs wereneglected. well fixed.The axial and 5. The geometryplates and mass of the torsion torsion spring joints were 5. shear The deformation geometry and of the springs torsion was spring were neglected. The axial and ofmass the torsion notjoints considered; only the change in the shear angle deformation of the torsion springs was not considered; only the change in the torsion was considered. torsion angle was considered. 6. The longitudinal stiffness of the solar panel was very large, and the waving vibration 6. was Thenegligible. longitudinal stiffness of the solar panel was very large, and the waving vibration was negligible. y y2 k2 k4 y1 k1 k3 b x a Figure 1. The schematic solar panel structure with three sub-plates. Figure 1. The schematic solar panel structure with three sub-plates. 2.1.1. Deflection Model of the Solar Panel 2.1.1. Deflection Model of the Solar Panel The key to determining the dynamic response of the structure is to determine the form The key to determining thevalue dynamic thereferring structuretoisFigure to determine theto of deflection and the deflection of theresponse structure.ofStill 1, it is easy form of deflection andfixed the deflection value structure. Still referringto totorsion Figure springs 1, it is see that Plate-1 was on one side, freeof onthe both sides, and connected easy to see thattwo Plate-1 fixed onwere one side, free the on both and connected on one side; sideswas of Plate-2 free and othersides, two were connectedtototorsion torsion springs on one side; two sides of Plate-2 were free and the other two were connected to springs; and three sides of Plate-3 were free and the other was connected to torsion springs. torsion springs; and three sides of Plate-3 were free and the other was connected to torsion The three plates represent all three possible cases with different boundary conditions in springs. The three platesstructures. represent all three possible cases with different boundary condimulti-plate connected tions in structures. Asmulti-plate shown in connected Figure 2, the boundary conditions for the solidly supported edges of As shown in Figure 2, the boundary conditions thewsolidly supported of Plate-1 were displacement boundary conditions. w1for (x,y), w3 (x,y) edges represent 2 (x,y), and Plate-1 were displacement conditions. w1(x,y), w2(x,y), and w3(x,y) represent the the deflections at the endsboundary of the three thin plates, and approximately satisfy the bending deflections at the ends of the three plates, andedges. approximately satisfy bending momoment boundary conditions at thin the connected According to thethe different boundment boundary conditions at the connected edges.the According differentof boundary ary conditions, the deflection functions adopted form of to thethe separation variables conditions, deflection functions adopted the form of the separation variables wi (x,y) = Athe deflection function for each plate is listed of below [21]. wi(x,y) i (y)B i (x), and the Plate-1: = Ai(y)B i(x), and the deflection function for each plate is listed below [21]. Plate-1: n n b2 iπy1 iπy b2 iπy2 iπy w1 ( x, y) = (c1 + c2 ∑ 2 2 cos cos + c3 ∑ 2 2 cos cos b b b b i π i π i =1 i =1 (1) πx 2 2 +c4 y + c5 y) × (1 − cos + c6 x ) 2a i 1 i b 2 b c4 y c5 y)(1 cos Micromachines 2024, 15, 996 x 2a i 1 i n 2 b b (1) 2 c6 x ) Plate-2: 4 of 15 c7 c8 w( 2 x, y)( n b i y b i y2 i y i cos b cos b c i cos b cos b i 1 Plate-2: i y1 2 2 9 2 i 1 2 2 (2) 2 3 (x a) c10 y cn11 y) (x a)iπy (x iπy c13 a) n bc214 b2 1 c12 iπy 2 1 2 iπy cos cos + c9 ∑ 2 2 cos cos 2 π2 b b b i i π i =1 i =1 b +c10 y2 + c11 y) × 1 + c12 ( x − a) + c13 ( x − a)2 + c14 ( x − a)3 ( c7 + c8 ∑ w2 ( x, y) = Plate-3: Plate-3: c15 c16 w( 3 x, y)( n b2 i i 1 w3 ( x, y) = n 2 cos 2 b2 n i y1 i y2 i y b2 i y cos c17 cos cos 2 2 b b b b i 1 i iπy iπy n b2 1 2c 2 (cc15 + + cx17 2 ∑a) cos (bx cos 2 cos c∑ 2a)b c21 ( 18 y 16 19 y) i2 π 21 c20 i2 π iπy2 iπy cos b b (2) (3) (3) i =1 i =1 +c18 y2 + c19 y) × 1 + c20 ( x − 2a) + c21 ( x − 2a)2 where cm (m = 1, 2, …, 21) in the functions are coefficients to be solved, and n is the truncation term. where cm (m = 1, 2, . . ., 21) in the functions are coefficients to be solved, and n is the truncation term. y z b x O a Figure 2. The thinthin plate andand the the corresponding coordinates. Figure 2. The plate corresponding coordinates. Based energy equation of the system constraint torsion spring Based on on thethe energy equation of the system andand thethe constraint thatthat thethe torsion spring only rotational degree of freedom, the coefficient cmselected in the selected deflection hashas only oneone rotational degree of freedom, the coefficient cm in the deflection funcwas calculated using Ritz method. It was assumed the solar cellwas wing tionfunction was calculated using the Ritzthe method. It was assumed that thethat solar cell wing was combined with three square plates of the same material, which was isotropic combined with three square plates of the same material, which was isotropic and ortho-and orthotropic. three plates were subjected to a uniform load q. The connection tropic. The threeThe plates were subjected to a uniform load q. The connection positionspositions were were as yand and ythe 0.75b, the side a square = bdensity = 1 m, the 1 = 0.25b 2 = side taken astaken y1 = 0.25b y2 = 0.75b, lengths of lengths a squareofplate as a =plate b = 1as m,athe ρ =3,1700 kg/m3 , the modulus as of E elasticity as11EPa, = 1.5 1011 Pa,ofthe modulus as ρdensity = 1700 as kg/m the modulus of elasticity = 1.5 × 10 the × modulus stiffness as of stiffness as D = 0.5D and D = 1.215D , and Poisson’s ratio as µ = 2µ = 0.3. The four 2 1 3 1 1 2 D2 = 0.5D1 and D3 = 1.215D1, and Poisson’s ratio as µ1 = 2µ2 = 0.3. The four micro-torsion micro-torsion springs had the same coefficient of elasticity, i.e., k = k = k = k = 300D 2 the3 truncation 4 1, springs had the same coefficient of elasticity, i.e., k1 = k2 = k3 = k4 = 300D11, and and the truncation term n was chosen to be 15. Then, an expression for the deflection of the term n was chosen to be 15. Then, an expression for the deflection of the solar panel under panel under an obtained. external load can be obtained. an solar external load can be Plate-1: Plate-1: 1 iπ q 15 15 2 i (0.791349 + 0.0544 ∑ 1 2 2 cos cos 2iπy − 0.132467y 2 (D0.791349 0.0544 i=124i 2 πcos cos2 w( 2 i y 0.132467 y 1 x, y) 1 D1 2 i i 1 4πx +0.132467y) × (1 − cos + 1.196593x2 ) x 2a 2 w1 ( x, y) =q 0.132467 y)(1 cos Plate-2: w2 ( x, y) = 2a 1.196593 x ) (4) (4) 15 1 q iπ (1.78621 − 0.012 ∑ 2 2 cos cos 2iπy − 0.042y2 + 0.042y) D1 2 4i π i =1 × 1 + 1.806462 ( x − a) + 0.544749 ( x − a)2 − 0.159476( x − a)3 (5) 15 q 1 iπ (5.723103 − 0.00431 ∑ 2 2 cos cos 2iπy + 0.015087y2 D1 2 4i π i =1 +0.015087y) × 1 + 0.8363989 ( x − 2a) + 0.020779 ( x − 2a)2 (6) Plate-3: w3 ( x, y) = Plate‐3: 15 q 1 i 15 q 1 cos i cos2i y 0.015087 y 22 ) ( w( x , y 5.723103 0.00431 3 2 2 cos ) ( w( x , y 5.723103 0.00431 D1 2 cos2i y 0.015087 y i 2 2 3 i 1 4 D1 2 i 1 4i 0.015087 y) 1 0.8363989(x 2a) 0.020779(x 2a)22 0.015087 y) 1 0.8363989(x 2a) 0.020779(x 2a) Micromachines 2024, 15, 996 (6) (6) 5 of 15 The result in Figure 3 was obtained by MATLAB programming. It was found that, The result in Figure 3 was obtained by MATLAB programming. It was found that, underThe a uniform load q, the3 deflection of the was symmetrical about y = 0.5b andthat, the result in Figure obtained bypanel MATLAB programming. It was found under a uniform load q, the was deflection of the panel was symmetrical about y = 0.5b and the deflection reached its maximum at y = 0.5b. Overall, the difference in the deflection of the under a uniform load q, the deflection theOverall, panel was y = 0.5b and the deflection reached its maximum at y =of 0.5b. thesymmetrical difference inabout the deflection of the solar panels in the y direction was quite small. Therefore, the deflection of the three-plate deflection reached its maximum at y = 0.5b. Overall, the difference in the deflection of the solar panels in the y direction was quite small. Therefore, the deflection of the three‐plate structure at yin = 0.5bywas taken was as the object of study to simplify the plate of structure. solar panels direction quite small. Therefore, the deflection the three-plate structure at y = the 0.5b was taken as the object of study to simplify the plate structure. structure at y = 0.5b was taken as the object of study to simplify the plate structure. Figure 3. 3. Deflection Deflectionof ofthe thethree-plate three-plate structure structure under under aa uniform uniform load load q. q. Figure Figure 3. Deflection of the three‐plate structure under a uniform load q. The deflection of each plate was at the maximum at its end. To further simplify the The deflection of each plate was at the maximum at its end. To further simplify the The deflection of each plate was atofthe maximum its end. To studies, further simplify the study and to facilitate the application the results toatsubsequent the average study and to facilitate the application of the results to subsequent studies, the average deflection platethe wasapplication calculatedof and rotation angle of each plate was derived study and of to each facilitate thethe results to subsequent studies, the average deflection of each plate was calculated and the rotation angle of each2 plate was derived2 2, 5 from the average When theand uniform load q angle was 1 of N/m 3 N/m N/m , deflection of each deflection. plate was calculated the rotation each, plate was derived from the average deflection. When the uniform load q was 1 N/m22, 3 N/m22, 5 N/m22, or 10 2 or 102 the N/m , respectively, the deflections at each of qthe three plates were, calculated, as from average deflection. When the uniform load was 1 N/m , 3 N/m 5 N/m , or 10 N/m 2, respectively, the deflections at each of the three plates were calculated, as shown in shown in Figure 4. The resulting angles of rotation are listed in Table 1, at the end of N/m , respectively, the deflections at each of the three plates were calculated, as shown in Figure 4. The resulting angles of rotation are listed in Table 1, at the end of this subsection. this subsection. Figure 4. The resulting angles of rotation are listed in Table 1, at the end of this subsection. Figure Figure 4. 4. Deflection Deflectioncurves curvesfor forthree-plate three-plate structures. structures. Figure 4. Deflection curves for three‐plate structures. Table 1. Structural dynamics parameters of solar panel with 3 plates. Rectangular plate size: a × b Density: ρ Elastic modulus: E Poisson’s ratio Torsion spring positions First-order resonant frequency: f q = 1 N/m2 q = 2 N/m2 Rotation angle q = 3 N/m2 q = 5 N/m2 q = 10 N/m2 Plate-1 Plate-2 Plate-3 7.1830◦ 14.1470◦ 20.7107◦ 32.2165◦ 51.5687◦ 1×1m×m 1700 kg/m3 1.5 × 1011 Pa µ1 = 0.3; µ2 = 0.15 y1 = 0.25 m; y2 = 0.75 m 0.3754 Hz 16.4648◦ 30.5870◦ 41.5614◦ 55.9132◦ 71.3064◦ 20.4489◦ 36.7132◦ 48.2042◦ 61.7917◦ 74.9871◦ Micromachines 2024, 15, 996 6 of 15 2.1.2. First-Order Resonant Frequency of the Solar Panel Since the solar panel was characterized by a large span, a light mass, and large flexure, it was easy to produce violent and long-lasting vibrations after receiving small perturbations, and these low-frequency vibrations were mainly manifested as transverse bending and vibrations perpendicular to the panel surface. In the selected model, the stiffness coefficient of the torsion springs between the plates was much larger than the bending stiffness coefficient of the plates. In analyzing the resonant frequency, when the panel was unfolded, if the stiffness of the locking structure was large enough, the solar panel composed of multiple plates could be approximated as a single flexural rectangular plate. Therefore, in this subsection, the three-plate model was simplified to a single plate for the analysis. The side length b in the y direction equaled 1m and the side length 3a in the x direction equaled 3m. The density of the material, the form of the external force applied to the panel, and the magnitude of the external force (uniformly distributed load q) were the same as in the previous subsection. The vibration mode function of the solar panel was chosen as follows: # " (2k − 1)πy (2k − 1)πx (2k − 1)πy p + c3 cos p × 1 − cos (7) W ( x, y) = c1 + c2 sin 2a 2a 2 − µ 2a 2 − µ If the order of the vibration mode is determined as k = 1, the first-order mode function of the panel can be determined using the Ritz method. Subsequently, by applying the law of conservation of energy to the system, a series of frequency values can be calculated, and the smallest positive real root can be identified as the first-order resonant frequency ω of the panel. According to the above method, the first mode frequency of the solar panel was obtained as 0.3754 Hz with the help of the numerical calculation software. So far, the parameters and vibration characteristics of the three-segment solar panel are listed in Table 1. 2.2. Photovoltaic Power-Generation Model of a Typical Solar Panel Micromachines 2024, 15, x FOR PEER REVIEWA photovoltaic module consists of solar cells connected in series and in parallel. 7 of 15A solar cell can usually be represented as a current source and a diode in parallel [23,24], as shown in Figure 5. Rs IL IVD ISC D1 RL Rsh Figure 5. 5. Equivalent circuit ofof photovoltaic cell. Figure Equivalent circuit photovoltaic cell. And Andthere thereisisa apractical practicalmathematical mathematicalmodel modelfor forengineering engineeringuse, use,asasfollows follows[25]: [25]: VV LL C1 e C2CV2ocVoc − 1 − 1 (8) IL = 1 1 I L Isc I sc1− 1 C1 e (8) Vm − C1 = 1 − IIscm e CV2mVoc I C1 1 hm e C 2Voc i−1 Vm C2 = V − 1 I scln 1 − IIm oc sc (9) (9) (10) 1 Equation (8) depicts the characteristic curve of a solar cell I m ◦ for a standard irradiance of V 2 m Sref = 1000 W/m and a standard (10) 1 ln of1 Tref =25 C. However, the coefficients C2 temperature C1 , C2 , V oc , and Isc will vary due to the influence of the external sunlight intensity and V I sc oc Equation (8) depicts the characteristic curve of a solar cell for a standard irradiance of Sref = 1000 W/m2 and a standard temperature of Tref = 25 °C. However, the coefficients C1, C2, Voc, and Isc will vary due to the influence of the external sunlight intensity and the ambient temperature. When the irradiance and reference temperature change, the formula becomes inapplicable and needs to be adjusted to describe the new curve. The improving Micromachines 2024, 15, 996 7 of 15 the ambient temperature. When the irradiance and reference temperature change, the formula becomes inapplicable and needs to be adjusted to describe the new curve. The improving method is to derive Isc ′ , V oc ′ , Im ′ , and V m ′ under general working conditions (irradiance S and temperature T) from the Isc , V oc , Im , and V m under the standard sunlight intensity Sref and the standard temperature Tref . Then, Equation (8) can still be utilized to perform engineering calculations of the output characteristics under non-standard working conditions. First, the temperature difference ∆T and the relative irradiance difference ∆S between the general and standard working conditions were calculated as follows: ∆T = T − Tre f (11) S −1 Sre f (12) ∆S = Then, Isc ′ , V oc ′ , Im ′ , and V m ′ under general working conditions were calculated using the following formulae. S ′ Isc = Isc (1 + g∆T ) (13) Sre f ′ Voc = Voc (1 − k∆T ) ln(e + h∆S) (14) S ′ = I Im m S (1 + g∆T ) re f (15) Vm′ = Vm (1 − k∆T ) ln(e + h∆S) (16) The projection process assumed that the basic shape of the output curve was unchanged; the typical values of coefficients g, h, and k were 0.0025/◦ C, 0.5/(W/m2 ), and 0.00288/◦ C, respectively. By replacing Isc , V oc , Im , and V m under the standard conditions with the obtained Isc ′ , V oc ′ , Im ′ , and V m ′ under the new conditions, C1 ′ and C2 ′ under the new conditions can be obtained with Equations (9) and (10), thus solving the problem of calculating the output characteristics under any irradiance and temperature with Equation (8). 3. Structural Dynamics and Photovoltaic Power Modeling of a Typical Solar Panel 3.1. Parameter Validation of Photovoltaic Power-Generation Model under Dynamic Conditions In order to obtain the output characteristic curves of the solar panel and to ascertain the influence of external environmental factors on its output characteristics, this section utilized MATLAB/Simulink(R2020a) to conduct an output simulation of the solar cell. This was based on the research content of the previous sections, and the correctness of the model was verified experimentally. The data for the selected solar panel were provided by the manufacturer, and the solar panel’s parameters under standard conditions are shown in Table 2. Table 2. Solar panel parameters. Parameters Names Value Short-circuit current Open-circuit voltage Maximum power point current Maximum power point voltage Isc Voc Tm Vm 0.32 A 22.3 V 0.28 A 17.90 V 3.1.1. Simulation of Photovoltaic Power-Generation Model Figure 6 shows the simulation model for a single solar panel. Inside the dashed box lies the external measurement circuit used to capture the panel’s output current, voltage, and power. The input ‘S’ in the model represents the solar irradiance, measured in units of W/m2 . The input ‘T’ signifies the ambient temperature, measured in ◦ C. And the input ‘Vb’ Maximum power point voltage Vm 17.90 V 3.1.1. Simulation of Photovoltaic Power-Generation Model Micromachines 2024, 15, 996 Figure 6 shows the simulation model for a single solar panel. Inside the dashed box 8 of 15 lies the external measurement circuit used to capture the panel’s output current, voltage, and power. The input ‘S’ in the model represents the solar irradiance, measured in units of W/m2. The input ‘T’ signifies the ambient temperature, measured in °C. And the input denotes the the vibration, which cancan be adjusted based on different vibration characteristics, ‘Vb’ denotes vibration, which be adjusted based on different vibration characterincluding the vibration form, form, frequency (Hz), and vibration angle (rad). is important istics, including the vibration frequency (Hz), and vibration angleIt(rad). It is im-to note that ‘Vb’ is in ‘Vb’ the form angle. portant to note that is in of theanform of an angle. Figure Figure6.6.Single Singlesolar solarpanel panelsimulation. simulation. ItItisisworth worthmentioning mentioningthat, that,ininpast pastresearch, research,ititwas wasoften oftentacitly tacitlyassumed assumedthat thatthe the angle angleofofincidence incidenceofofsunlight sunlightand andthe theoutput outputcurrent currentconform conformtotothe thecosine cosinetheorem. theorem.InIn practice, practice,however, however,when whenthe theangle angleofofincidence incidenceexceeds exceeds55°, 55◦the , thevalue valueofofthe theoutput outputcurrent current ◦ , there gradually when itit exceeds exceedsabout about85 85°, thereisisno nooutput outgraduallydeviates deviatesfrom fromthe the cosine cosine value, and when put power from solarcell, cell,although althoughtheoretically, theoretically,there thereshould should still be 7.5%. power from thethe solar 7.5%.The Theoutput output power angle of of incidence incidenceof ofthe thesun sunisisknown knownas powercurve curveofofaareal realsolar solarcell cell as as aa function of the angle asthethe Kelly cosine. the of sake of this rigor, thischaracterizes paper characterizes the Kelly cosine Kelly cosine. For For the sake rigor, paper the Kelly cosine relationship between the output current and the angle of incidence θ based on an empirical formula proposed in the literature [26]: IL = max( IL0 cos θ − a·u(|θ |−θth )·(|θ |−θth ), 0) (17) The threshold angle θth was set to 55◦ , and when the angle of incidence was less than the threshold, the experimental data conformed to the standard cosine law. When the angle of incidence exceeded the threshold, the experimental data could be more accurately modelled using the empirical Equation (17). The model was built in Simulink according to the empirical formula, and the output results were basically consistent with the theoretical data, as shown in Figure 7. To delve into the impact of generating multiple localized poles on the maximum output power of the solar panel under dynamic conditions, two sets of simulations were conducted. These analyses aimed to compare and analyze the effects on the MPP of two significant parameters influencing mechanical vibrations: the frequency and the vibration angle. This investigation was crucial due to the multi-polar characteristics of the solar panel’s output power under dynamic conditions. From Figure 8, it is clear that the same number of local extremes occurred at the same frequency of mechanical vibration. As the mechanical vibration angle increased, the output power showed a sudden rise-and-fall characteristic with voltage escalation, and this tendency became more pronounced with a higher vibration angle. Moreover, the maximum power output showed a decreasing trend as the vibration angle increased. Micromachines 2024, 15, 996 the threshold, the experimental data conformed to the standard cosine law. When the angle of incidence exceeded the threshold, the experimental data could be more accurately modelled using the empirical Equation (17). The model was built in Simulink according to the empirical formula, and the output 9 of 15 results were basically consistent with the theoretical data, as shown in Figure 7. (a) Micromachines 2024, 15, x FOR PEER REVIEW 10 of 15 (b) operates at the MPP, it is generally expected that the power loss will decrease as the freFigure 7. Kelly cosine applied to PV its simulation result. (a) Kelly cosine simulation. Figure 7. Kelly cosine applied tosystems PV systems and its result. Kelly cosine simulation. quency increases. Nevertheless, thisand pattern didsimulation not hold true in(a) the low-frequency range. (b) Kelly cosine value as aas function of the angle. (b) Kelly cosine value a function of the angle. To delve into the impact of generating multiple localized poles on the maximum output power of the solar panel under dynamic conditions, two sets of simulations were conducted. These analyses aimed to compare and analyze the effects on the MPP of two significant parameters influencing mechanical vibrations: the frequency and the vibration angle. This investigation was crucial due to the multi-polar characteristics of the solar panel’s output power under dynamic conditions. From Figure 8, it is clear that the same number of local extremes occurred at the same frequency of mechanical vibration. As the mechanical vibration angle increased, the output power showed a sudden rise-and-fall characteristic with voltage escalation, and this tendency became more pronounced with a higher vibration angle. Moreover, the maximum power output showed a decreasing trend as the vibration angle increased. In Figure 9, it was observed that, for the same vibration angle, the number of local extreme points increased with an increase in the vibration frequency. However, the output power curve (a) consistently remained near the static output (b) power curve. The maximum output power in this case showed fluctuating changes. Assuming that the instrument Figure8.8.PV PVproperties propertiesofofthe thesame samevibration vibrationfrequency frequencywith withdifferent differentvibration vibrationangles. angles.(a) (a)The TheI-V I−V Figure curves. (b) The P−V curves. curves. (b) The P-V curves. In Figure 9, it was observed that, for the same vibration angle, the number of local extreme points increased with an increase in the vibration frequency. However, the output power curve consistently remained near the static output power curve. The maximum output power in this case showed fluctuating changes. Assuming that the instrument operates at the MPP, it is generally expected that the power loss will decrease as the frequency increases. Nevertheless, this pattern did not hold true in the low-frequency range. (a) (b) (a) Micromachines 2024, 15, 996 (b) Figure 8. PV properties of the same vibration frequency with different vibration angles. (a)10 The I−V of 15 curves. (b) The P−V curves. (a) (b) The IFigure9.9.PV PVproperties propertiesofofthe thesame samevibration vibrationangle anglewith withdifferent different vibration frequencies. Figure vibration frequencies. (a)(a) The I-V V curves. (b) The P-V curves. curves. (b) The P-V curves. 3.1.2.Validation ValidationofofPhotovoltaic PhotovoltaicPower-Generation Power-GenerationModel Model 3.1.2. solarpanel panelphotovoltaic photovoltaiccharacterization characterizationexperiment experimentwas wascarried carriedout outtotoverify verifythe the AAsolar correctness of the simulation model. The equipment mainly included an oscilloscope, a correctness of the simulation model. mainly included an oscilloscope, Micromachines 2024, 15, x FOR PEER REVIEW 11 of 15 a signal generator, and a solar panel. Figure 10 illusa resistance resistancebox, box,aasolar solarpower powermeter, meter, a signal generator, and a solar panel. Figure 10 illustrates a schematic diagram of the connection of the experimental setup. trates a schematic diagram of the connection of the experimental setup. Figure10. 10.Schematic Schematicdiagram diagramofofthe theexperimental experimentalsetup. setup. Figure Additionally, mechanism waswas employed to simulate the vibration of the of solar Additionally,a motion a motion mechanism employed to simulate the vibration the panel itsand mechanical sketchsketch is presented in Figure 11. The β1 andβ1βand the solar and panel its mechanical is presented in Figure 11.angles The angles β2 satisfy 2 satisfy following system of equations: the following system of equations: ( 2 rcosβ1 )1 2 = ll22 rsin β 1 )21+ (d − dr sin 2 (e +e rcos (18) d−r sin β 1 (18) cosβ 2= dl rsin cos 2 1 l Taking e as 350 mm, r as 80 mm, and l as 600 mm, the relationship between the angles β1 andTaking β2 cane be represented as 350 mm, r asas 80follows: mm, and l as 600 mm, the relationship between the angles β1 and β2 can be represented as follows: 2 (19) β 2 = 8sinβ 1 + 64(sin β 1 )2 − 560 cos β 1 + 2311 2 2 (19) 2 8sin1 64 sin 1 560cos 1 2311 According to the calculated results, the variation interval of the angle between the ◦ 45.7800◦ ]. In addition to this, the actual solar solar panel and the ground was [26.7440 According to the calculated results, ,the variation interval of the angle between the incidence angle, was used the simulation model, to to bethis, calculated basedsolar on solar panel andwhich the ground wasin[26.7440°, 45.7800°]. In needed addition the actual incidence angle, which was used in the simulation model, needed to be calculated based on the local latitude of the experiment, the solar time angle, the solar declination angle, and the panel azimuth angle [27,28]. B 50° β1 and β2 can be represented as follows: 2 8sin1 64 sin 1 560cos 1 2311 Micromachines 2024, 15, 996 2 2 (19) According to the calculated results, the variation interval of the angle between11the of 15 solar panel and the ground was [26.7440°, 45.7800°]. In addition to this, the actual solar incidence angle, which was used in the simulation model, needed to be calculated based onthe thelocal local latitude experiment, solar time angle, solar declination angle, latitude ofof thethe experiment, thethe solar time angle, thethe solar declination angle, and and the panel azimuth angle [27,28]. the panel azimuth angle [27,28]. 50° B 45° r A 40° l β2 1 35° e 30° 2 d 25° C (a) 0 5 10 β1 [rad] 15 (b) Figure 11.11. Mechanical sketch andand calculations of the mechanism. (a) Mechanical sketch. (b) Figure Mechanical sketch calculations of motion the motion mechanism. (a) Mechanical sketch. Calculations of theofangle between the solar panelpanel and the (b) Calculations the angle between the solar andground. the ground. Static respectively, Staticand anddynamic dynamicexperiments experimentswere wereconducted, conducted, respectively,and andthe theexperimental experimental results resultswere werecompared comparedwith withthe thesimulation simulationresults resultsasasfollows: follows: ItItcan canbebeseen seenfrom fromFigures Figures1212and and1313that thatthe thetrends trendsininthe theexperimental experimentalcurves curves Micromachines 2024, 15, x FOR PEER REVIEW 12 of 15 closely aligned the closely alignedwith withthe thesimulation simulationcurves, curves,providing providingevidence evidenceofofthe thefeasibility feasibilityofof the simulation discrepancies simulationmodel. model.However, However,there therewere weresome some discrepanciesbetween betweencertain certainexperimental experimental datapoints pointsand andthe thesimulation simulationresults, results,indicating indicatinga adegree degreeofofdeviation. deviation.Upon Uponanalysis, analysis, data potential sources of error in the experimental results included the following: (1) potential sources of error in the experimental results included the following: (1) Natural sunlight is unstable and the irradiation is in real-time fluctuation; hence, thereNatural existed a sunlight is unstable and thethe irradiation is in real-time hence, there existed large error when reading output voltage under afluctuation; specific irradiance. (2) In orderato large error when reading the output voltage under a specific irradiance. (2) In order to read the test data under a specific irradiance, the time span of the experiment was large, read the test data under a specific irradiance, the time span of the experiment was large, and the solar time angle changed slowly during the process, while the solar incident angle and the solar timeatangle changed slowly during the process, while the solar incident angle was calculated a certain moment in the experimental time, which affected the accuracy was calculated at a certain moment in the experimental time, which affected the accuracy of the data results. (3) Compared with the theoretical results, the open-circuit voltage obof the data results. (3) Compared with the theoretical results, the open-circuit voltage tained from the static experiments was large because the internal resistance of the solar obtained from the static experiments was large because the internal resistance of the solar panel varied with changes in the light intensity, cell temperature, and output voltage. In panel varied with changes in the light intensity, cell temperature, and output voltage. In addition, the factory parameters of solar panels provided by the manufacturer are the data addition, the factory parameters of solar panels provided by the manufacturer are the data for the same batch of panels, and the actual parameters of the panels may not be comfor the same batch of panels, and the actual parameters of the panels may not be completely pletely consistent with the standard parameters. consistent with the standard parameters. Figure Static experimental results. Figure 12.12. Static experimental results. Micromachines 2024, 15, 996 12 of 15 Figure 12. Static experimental results. Figure Dynamic experimental results. Figure 13.13. Dynamic experimental results. 3.2. Solar Panel under Dynamic Conditions 3.2.Power-Generation Power‐GenerationCharacterization Characterizationofofa Typical a Typical Solar Panel under Dynamic Conditions From the above experimental results, the simulation model was constructed From the above experimental results, the simulation model was constructedwith witha a certain single solar panel certaincorrectness correctnessand andfeasibility. feasibility.InInthis thissubsection, subsection,the themodel modelofofthis this single solar panel was utilized toto form a solar cellcell array in in series, which was used to simulate thethe output of aof was utilized form a solar array series, which was used to simulate output solar panel with a three-plate structure under vibration conditions. a solar panel with a three-plate structure under vibration conditions. When Whensolar solarpanels panelsare areconnected connectedininseries, series,the thevibration vibrationcondition conditionofofeach eachplate plateis is generally different. In general, the amplitude of the plate solidly connected to the spacecraft generally different. In general, the amplitude of the plate solidly connected to the spacebody the smallest, and the farther away from thethe body have larger vibration craftisbody is the smallest, andplates the plates farther away from body have larger vibration amplitudes. From the output characteristics of a single panel, it can be hypothesized amplitudes. From the output characteristics of a single panel, it can be hypothesizedthat, that, under vibration conditions, the output power of the solar array when multiple panels are connected in series also exhibits multipolar characteristics. The vibration frequency of the solar cell wing and the average rotation angle of each plate under different uniform loads were obtained through the kinetic calculation of the solar cell wing in Section 2. By inputting each set of data into the simulation model separately, the output characteristics of the solar cell wing under specific vibration conditions were obtained. According to Figure 14, there were few cases of localized extreme points in the P-V curve when the external uniform load was small. As the external load increased, the vibration of the solar panel became more intense, the indentation of the curve was more pronounced, and its loss of output power increased. When the vibration frequency and the maximal deflection angle were 0.3754 Hz and 74.9871◦ , the maximum output power of the selected solar PV wing was reduced by 5.53%, which is quite considerable. The magnitude of maximum power reduction seemed to decrease with an increasing load, as shown in Figure 15. It is noteworthy that the fill factor (FF) is an important performance indicator when analyzing the performance of solar cells. It is the ratio of the maximum output power of the battery to the product of the maximum value of the short-circuit current and open-circuit voltage, as shown in Equation (20). The FF reflects the ability and efficiency of a solar cell to use light energy during operation. It is a key parameter that is used to measure the performance of solar cells, with a typical range of 0.5 to 0.9, and the closer it is to 1, the better the performance. Still referring to Figure 15, obviously, as the external load increased to 10 N/m2 , the FF of the solar panel exhibited a decline from its original value of 0.8031 to 0.7587, which indicates that the overall energy conversion efficiency of the solar panel decreased significantly under vibration conditions. FF = PM VOC × ISC (20) Micromachines 2024, 15, 996 bration of theofsolar panelpanel became moremore intense, the indentation of theofcurve was more bration the solar became intense, the indentation the curve was more pronounced, and its loss of output power increased. When the vibration frequency and and pronounced, and its loss of output power increased. When the vibration frequency the maximal deflection angleangle werewere 0.3754 Hz and the maximum output power the maximal deflection 0.3754 Hz 74.9871°, and 74.9871°, the maximum output power of the solarsolar PV wing was reduced by 5.53%, which is quite considerable. The The ofselected the selected PV wing was reduced by 5.53%, which is quite considerable. magnitude of maximum power reduction seemed to decrease with with an increasing load,13 asof 15as magnitude of maximum power reduction seemed to decrease an increasing load, shown in Figure 15. shown in Figure 15. (a) (a) (b) (b) Figure 14. Power-generation characterization. (a) The I−V curves. (b) The P−V curves. Figure Power-generation characterization. The curves. The P−V curves. Figure 14.14. Power-generation characterization. (a)(a) The I-VI−V curves. (b)(b) The P-V curves. Figure Loss of of output power of of the solar panel under a uniform load. Figure 15. 15. Loss of output power of the solar panel under a uniform load. Figure 15. Loss output power the solar panel under a uniform load. 4. Conclusions It is noteworthy that the (FF) is an isimportant performance indicator whenwhen It is noteworthy thatfill thefactor fill factor (FF) an important performance indicator This paper analyzedofthe mechanical characteristics of output the solar panelofof a analyzing the performance solar cells.cells. It isoscillation the of theofmaximum power analyzing the performance of solar It isratio the ratio the maximum output power of which is a typical application scenario of PV modules. By integrating a solar thespacecraft, battery to the product of the maximum value of the short-circuit current and openthe battery to the product of the maximum value of the short-circuit current and opencell simulation model, this study established the output behavior of solar arrays under circuit voltage, as shown in Equation (20). (20). The FF the ability and efficiency of a of a circuit voltage, as shown in Equation Thereflects FF reflects the ability and efficiency mechanical vibration conditions and experimentally verified its correctness using a PV solarsolar cell tocell usetolight energy during operation. It is aItkey that is used to measure use light energy during operation. is aparameter key parameter that is used to measure platform. Whilecells, the impact of mechanical the output characteristics of thetesting performance of solar with with a typical rangerange ofvibration 0.5ofto0.5 0.9,on it is to the performance of solar cells, a typical toand 0.9,the andcloser the closer it 1, is the to 1, the the solar panel may seem like a minor detail, it holds significant importance for spacecraft betterbetter the performance. Still referring to Figure 15, obviously, as the load load in- inthe performance. Still referring to Figure 15, obviously, as external the external operations. And2 as solar arrays become even larger, the seemingly acceptable power loss 2 creased to 10 N/m , the FF of the solar panel exhibited a decline from its original value of of creased to 10 N/m , the FF of the solar panel exhibited a decline from its original value on each solar panel will add up to a huge waste. By examining the power-generation quality of solar arrays and evaluating the output voltage, power, and other parameters affected by mechanical vibration, we can identify performance improvement indices after the stabilization of the structure. This offers new insights for optimizing spacecraft structure and power supply systems, ultimately forming an evaluation model for enhancing the power supply efficiency and providing guidelines for structural optimization. However, it is important to note that this study only considered the vibration characteristics under a uniform load in the mechanical analysis of a solar cell wing. In actual scenarios, spacecraft motion involves attitude adjustments, re-orbiting motion, and the extension and retraction of the battery wing, resulting in a highly complex and variable force situation. Further research and improvement efforts are required to comprehensively address these challenges. Author Contributions: Conceptualization, X.S. and Y.W.; methodology, Y.W.; validation, X.S., Q.Y. and J.H.; investigation, X.S. and Q.Y.; data curation, C.Z. and J.S.; writing—original draft preparation, Micromachines 2024, 15, 996 14 of 15 X.S.; writing—review and editing, Y.W.; supervision, Y.W. and C.Z.; funding acquisition, Y.W., C.Z. and J.S. All authors have read and agreed to the published version of the manuscript. Funding: This research was funded by the Industry University Research Cooperation Fund of the Eighth Research Institute of China Aerospace Science and Technology Corporation under grant number SAST2023-041 and the Fund of Prospective Layout of Scientific Research for NUAA (Nanjing University of Aeronautics and Astronautics). Data Availability Statement: Data is contained within the article. Conflicts of Interest: The authors declare no conflicts of interest. References 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Xia, L.; Ma, S.; Tao, P.; Pei, W.; Liu, Y.; Tao, L.; Wu, Y. A wind-solar hybrid energy harvesting approach based on wind-induced vibration structure applied in smart agriculture. Micromachines 2022, 14, 58. [CrossRef] [PubMed] Dubey, S.; Sarvaiya, J.N.; Seshadri, B. Temperature Dependent Photovoltaic (PV) Efficiency and Its Effect on PV Production in the World—A Review. Energy Procedia 2013, 33, 311–321. [CrossRef] Glick, A.; Smith, S.E.; Ali, N.; Bossuyt, J.; Recktenwald, G.; Calaf, M.; Cal, R.B. Influence of flow direction and turbulence intensity on heat transfer of utility-scale photovoltaic solar farms. Sol. Energy 2020, 207, 173–182. [CrossRef] Huang, L.; Song, Z.; Dong, Q.; Song, Y.; Zhao, X.; Qi, J.; Shi, L. Surface temperature and power generation efficiency of PV arrays with various row spacings: A full-scale outdoor experimental study. Appl. Energy 2024, 367, 123362. [CrossRef] Cuce, E.; Cuce, P.M.; Bali, T. An experimental analysis of illumination intensity and temperature dependency of photovoltaic cell parameters. Appl. Energy 2013, 111, 374–382. [CrossRef] Hasan, K.; Yousuf, S.B.; Tushar, M.S.H.K.; Das, B.K.; Das, P.; Islam, S. Effects of different environmental and operational factors on the PV performance: A comprehensive review. Energy Sci. Eng. 2021, 10, 656–675. [CrossRef] Mohammed, H.; Kumar, M.; Gupta, R. Bypass diode effect on temperature distribution in crystalline silicon photovoltaic module under partial shading. Sol. Energy 2020, 208, 182–194. [CrossRef] Vieira, R.G.; de Araújo, F.M.U.; Dhimish, M.; Guerra, M.I.S. A comprehensive review on bypass diode application on photovoltaic modules. Energies 2020, 13, 2472. [CrossRef] Abdulmawjood, K.; Alsadi, S.; Refaat, S.S.; Morsi, W.G. Characteristic study of solar photovoltaic array under different partial shading conditions. IEEE Access 2022, 10, 6856–6866. [CrossRef] Bakker, K.; Weeber, A.; Theelen, M. Reliability implications of partial shading on CIGS photovoltaic devices: A literature review. J. Mater. Res. 2019, 34, 3977–3987. [CrossRef] Osmani, K.; Haddad, A.; Alkhedher, M.; Lemenand, T.; Castanier, B.; Ramadan, M. Anovel MPPT-Based ithium-Ion battery solar charger for operation under fluctuating irradiance conditions. Sustainability 2023, 15, 9839. [CrossRef] Ali, A.I.M.; Mohamed, H.R.A. Improved P&O MPPT algorithm with efficient open-circuit voltage estimation for two-stage grid-integrated PV system under realistic solar radiation. Int. J. Electr. Power Energy Syst. 2022, 137, 107805. Schmid, J.; Drapalik, M.; Kancsar, E.; Schlosser, V.; Klinger, G. A study of power quality loss in PV modules caused by wind induced vibration located in Vienna. Sol. Energy 2011, 85, 1530–1536. [CrossRef] Saygin, D.; Kempener, R.; Wagner, N.; Ayuso, M.; Gielen, D. The implications for renewable energy innovation of doubling the share of renewables in the global energy mix between 2010 and 2030. Energies 2015, 8, 5828–5865. [CrossRef] Zhang, Y.; Yuan, C. Effects of vibration on output characteristics of shipboard PV modules. Reg. Stud. Mar. Sci. 2021, 47, 101989. [CrossRef] Vidović, V.; Krajačić, G.; Matak, N.; Stunjek, G.; Mimica, M. Review of the potentials for implementation of floating solar panels on lakes and water reservoirs. Renew. Sustain. Energy Rev. 2023, 178, 113237. [CrossRef] Shen, X.; Wang, X.; Yu, M.; Wang, H.; Xu, F.; Zhang, Q. Crumpled Nanogenerator Based on Elastic Modulus Design for Fully Self-Powered High-Speed Rail Speed Measurement. ACS Appl. Nano Mater. 2024, 7, 15478–15487. [CrossRef] Wu, Y.; Yuan, Q.; Ren, K.; Shen, X.; Shen, H.; Badel, A.; Qiu, J. Bidirectional energy-controlled piezoelectric shunt damping technology and its vibration attenuation performance. Int. J. Mech. Syst. Dyn. 2024, 4, 63–76. [CrossRef] Patel, M.R. Spacecraft Power Systems, 1st ed.; CRC Press: Boca Raton, FL, USA, 2004; 732p. Xu, R.; Li, D.; Jiang, J. An online learning-based fuzzy control method for vibration control of smart solar panel. J. Intell. Mater. Syst. Struct. 2015, 26, 2547–2555. [CrossRef] Li, D.; Liu, W. Vibration control for the solar panels of spacecraft: Innovation methods and potential approaches. Int. J. Mech. Syst. Dyn. 2023, 3, 300–330. [CrossRef] Li, D.; Deng, Z.; Chen, G. Free vibration of functionally graded sandwich plates in thermal environments. Int. J. Mech. Syst. Dyn. 2023, 3, 39–47. [CrossRef] Tsai, H.L.; Tu, C.S.; Su, Y.J. Development of generalized photovoltaic model using MATLAB/SIMULINK. Lect. Notes Eng. Comput. Sci. 2008, 2008, 2173. Gow, J.; Manning, C. Development of a photovoltaic array model for use in power-electronics simulation studies. IEE Proc. Electr. Power Appl. 1999, 146, 193–200. [CrossRef] Micromachines 2024, 15, 996 25. 26. 27. 28. 15 of 15 Singer, S.; Rozenshtein, B.; Surazi, S. Characterization of PV array output using a small number of measured parameters. Sol. Energy 1984, 32, 603–607. [CrossRef] Zhang, Q.; Zhang, Y. Design and verification of an integrated panoramic sun sensor atop a small spherical satellite. Sensors 2022, 22, 8130. [CrossRef] Wu, Y.; Li, S.; Fan, K.; Ji, H.; Qiu, J. Investigation of an ultra-low frequency piezoelectric energy harvester with high frequency up-conversion factor caused by internal resonance mechanism. Mech. Syst. Signal Process. 2022, 162, 108038. [CrossRef] Stanciu, C.; Stanciu, D. Optimum tilt angle for flat plate collectors all over the world—A declination dependence formula and comparisons of three solar radiation models. Energy Convers. Manag. 2014, 81, 133–143. [CrossRef] Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). 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