Nonlinear Stability and Vibration Analysis of Flexible Spacecraft Solar Arrays under Thermally Induced Deformations within the Thermal Flutter Regime during the Penumbra Phase
OmidMotaharifard1
A
Professor
KamranDaneshjou1
Assistant Professor
MajidBakhtiari
Ph.D.
1,2✉
Email
Candidate1
x1
1
A
Department of Mechanical EngineeringIran University of Science and Technology16844NarmakTehranIran
2
A
A
Department of Advanced TechnologiesUniversity of Science and Technology16844NarmakTehranIran, Iran
Omid Motaharifardz,2, Kamran Daneshjouy,3, Majid Bakhtiarix,4*
z,2 Ph.D. Candidate, Department of Mechanical Engineering, Iran University of Science and Technology, Narmak,Tehran 16844, Iran.
y,3 Kamran Daneshjou, Professor, Department of Mechanical Engineering, Iran University of Science and
Technology, Narmak, Tehran 16844, Iran.
x,4Majid Bakhtiari, Assistant Professor, Department of Advanced Technologies, Iran University of Science and
Technology, Narmak, Tehran 16844, Iran
*Corresponding author,bakhtiari_m@iust.ac.ir
Abstract
This study develops a nonlinear analytical model of a spacecraft with flexible solar arrays to investigate complex vibration phenomena occurring within the thermal flutter regime, particularly during the satellite’s transition through the penumbra phase. The model captures dynamic behaviors driven by transient thermal gradients and structural flexibility key contributors to self-excited oscillations in orbit. Two major nonlinear phenomena are examined: limit cycle oscillations (LCOs) self-sustained periodic motions arising under subcritical thermal conditions and internal resonance, which emerges within the flutter velocity range and strongly influences modal interactions. Special attention is given to the Hubble Space Telescope (HST), where nonlinearities stem from large elastic deformations and thermally induced loads and torques. A combined analytical–numerical approach is adopted, incorporating nonlinear dynamic modeling and time-domain simulations. The focus is on the penumbra phase, where the thermal wave propagation velocity is less than the speed of solar radiation. The system’s coupled bending–bending–twisting motion equations include quadratic and cubic nonlinearities. Through model reduction, a tractable set of nonlinear ordinary differential equations is derived. Using the method of multiple scales (MMS), internal resonance conditions are analytically identified to characterize energy exchanges among modes. To further assess the system’s dynamic behavior, phase portraits, Poincaré sections, and bifurcation diagrams are employed. These analyses elucidate the onset and evolution of LCOs, offering critical insights into the coupled thermomechanical instabilities of flexible space structures and contributing to the design of more robust spacecraft systems under dynamic thermal environments.
Keywords:
flexible solar arrays
structural nonlinearities
thermally induced nonlinear
Limit Cycle Oscillations
Thermal Flutter
Penumbra Phase
Poincaré maps
bifurcation diagrams
1- INTRODUCTION
Flexible satellite structures (e.g., solar arrays, booms) demonstrate complex nonlinear dynamics arising from structural/material nonlinearities, environmental disturbances, and control interactions. Key phenomena include internal resonance—occurring when natural frequencies become commensurate, enabling strong intermodal energy transfer—and limit cycle oscillations (LCOs), self-sustained vibrations induced by geometric/thermal nonlinearities. These effects are particularly pronounced during eclipse transitions, where transient thermal loads interact with vibration modes, potentially amplifying responses. Lightweight multi-DOF systems are especially vulnerable, as internal resonance can exacerbate vibration amplitudes while LCOs persist without external excitation, collectively challenging stability and performance in space missions.
Thermally induced vibrations in satellite structures have been extensively studied through various analytical and numerical approaches. Gulick and Thornton [1] pioneered the analysis of thermal-induced motion in spin-stabilized satellites, employing Floquet theory to identify stability boundaries. Subsequent studies have expanded this foundation through coupled thermo-structural analyses. Duan et al. [2] developed geometric nonlinear methods for large space frames, while Shen and Hu [3] characterized thermal flutter mechanisms in cantilevered solar panels. Zhang et al. [4] established stability criteria for thermally excited beams, providing fundamental insights into nonlinear dynamic responses.Recent advances in modeling techniques have enabled more sophisticated investigations. Shen et al. [5] formulated an absolute nodal coordinate-based unit for analyzing large flexible structures, demonstrating its utility as a modular component for complex systems. Their subsequent work [6] quantified thermal shock effects on deploying booms, revealing transient response characteristics. Wei et al. [7] contributed a global mode method (GMM) for flexible manipulators, enhancing dynamic modeling accuracy for multi-body systems.Comparative studies have validated analytical predictions against numerical benchmarks. Parisse and Angeletti [8] developed thermal shock vibration models for slender spacecraft with solar panels, verifying results against finite element analyses. Lu et al. [9] advanced coupled thermal-structural-attitude dynamics for flexible beams, demonstrating how orbital motion influences flutter stability under thermal loading. Zhang et al.[10] extended this to solar sails, identifying coupled radiation-thermal-structural interactions that govern flutter behavior.Specialized analyses have addressed distinct structural configurations. Shen and Hu [11] employed thermoelastic-structural frameworks to analyze thin-walled beams under solar flux shocks. Qian et al. [12] discovered novel coupled-direction flutter modes in solar sails using traveling wave analysis. Li and Yan [13] optimized composite honeycomb arrays by characterizing vibration responses to orbital thermal variations.Nonlinear phenomena have received particular attention. Li et al. [14] established finite element-based flutter criteria for thin-walled structures during orbital transitions. Yuan and Xiang [15] derived Lyapunov-stable solutions for cantilevered beams under solar heating, validating theoretical predictions numerically.Application-focused studies have provided critical design insights. Thornton and Kim [16] developed coupled models for rolled-up solar arrays, identifying key dimensionless parameters through Hubble Telescope case studies. Thornton et al [17] further analyzed self-shadowed arrays, demonstrating how parallel-member configurations induce stable vibrations.Rigid-flexible coupling effects have been systematically investigated. Yuteng Cao, et al [1820] developed hierarchical modeling approaches, employing Hamiltonian mechanics and GMMs to capture maneuvering-induced vibrations.He et al [21] created efficient low-dimensional models for array-hinged spacecraft using Rayleigh-Ritz approximations. Liu et al. [22] revealed attitude control challenges from thermally excited vibrations.Broader dynamic phenomena have also been explored. Aslanov [23] characterized chaotic attitude dynamics in LEO satellites with flexible panels, identifying critical altitudes for aerodynamic stabilization. Gao et al. [24] analyzed internal resonance effects in space antennas, deriving nonlinear frequency-amplitude relationships through multiscale methods.Collectively, these studies establish comprehensive frameworks for understanding thermally induced vibrations across satellite subsystems, though gaps remain in predicting coupled thermo-structural-control instabilities during complex orbital maneuvers. Motaharifard et al.[25] a nonlinear analytical model of a spacecraft with flexible solar arrays, investigating geometric nonlinearities and internal resonance phenomena during the penumbra phase using the method of multiple scales (MMS). Ji and Zhang[26] conducted a dynamic analysis of rigid–flexible coupling spacecraft based on Euler parameters
The Hubble Space Telescope's flexible solar arrays exhibit complex nonlinear dynamics when subjected to thermal gradients during penumbra transitions. This study investigates thermally induced LCOs and internal resonance phenomena arising from rigid–flexible–thermal coupling. Using the method of multiple scales, we identify critical internal resonance conditions governing modal interactions. The analysis employs a hyperbolic heat conduction model with second-order time derivatives to capture finite thermal wave propagation speeds (particularly at 0.95c) and material response delays during rapid thermal transients. Nonlinear cubic terms model radiation flux separation during eclipse transitions, while the Wagner function characterizes transient thermoelastic responses.Combined analytical-numerical results reveal how structural nonlinearities (from large deformations) and thermal nonlinearities (from time-varying heat loads) collectively drive LCO formation. Phase portraits, Poincaré maps, and bifurcation diagrams demonstrate period-doubling routes to instability in the thermal flutter regime. Key findings include: (1) the critical role of thermal wave velocity ratios near 0.95c in triggering coupled-mode oscillations, (2) Wagner-function-predicted transient amplitudes matching numerical simulations within 7%, and (3) identification of three distinct LCO regimes governed by the interplay between structural stiffness and thermal relaxation times. These results provide new insights for mitigating performance-degrading vibrations in precision space telescopes undergoing orbital thermal transitions.
2- NONLINEAR DYNAMIC MODEL
2.1 Kinematic Model
As depicted in Fig. 1, a typical flexible satellite comprises a rigid platform with solar arrays mounted on the hub. These solar arrays possess a constant length L and a mass m per unit length. The mass and mass moment of inertia of the rigid body are denoted by
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and
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​, respectively. The relationship between the undeformed shape can be described using several coordinate systems: an inertially fixed frame
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and two local frames
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and
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. Let
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be an arbitrary position in the local coordinate system with the inertial position vector
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​, and the satellite body (hub) has the inertial position vector
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​. A point
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on the elastic axis in the inertial frame X − Y−Z is located at
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after deformation. This point is represented by another inertial position vector
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​​. In the local coordinate system
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, the point
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​, the hub mass, and an arbitrary position in the hub have local position vectors
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​​,
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​, and
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​​, respectively. By utilizing the transformation matrix and calculating the time derivatives of
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​​ and
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​, these derivatives are incorporated into the kinetic energy and material properties. These terms are integrated over the given domain to define the material density of the hub and solar arrays. The direction cosine matrix (or transformation matrix) is the most common method for describing a relative angular position [27]. Depending on the Euler angles used, there may be three transformation matrices to calculate, but their final expression in terms of displacements should be unique[28]. For the (1,3,2) Euler angles
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, the direction cosine matrix is expressed as:
(1)
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Thus, each point of the solar array, after deformation, can be described as
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using these Euler angles [29]. The transformation of point
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​ and the corresponding vectors are also considered. As illustrated in Fig. 1, three frames are used for describing the satellite: the inertially fixed frame, the local body frame, and the elastic body frame. The deformation of the solar array is measured by the displacements u,v,w. The beam experiences a prescribed temperature distribution
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.
Fig. 1
Deformation of flexible solar array structures due to sudden changes in solar irradiance
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2.2 Nonlinear equations of motion satellite under the thermal radation
This study investigates the thermally induced structural motions of rigid panel solar arrays and their impact on the attitude dynamics of a satellite. The analysis employs the extended Hamilton's principle [27]:
(2)
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Where
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is the Lagrangian function and
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​ represents the virtual work of the total system. The term
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​ is included to account for the work done by thermal forces. The Lagrangian function can be separated into two components: one for the solar arrays and one for the hub, denoted as
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.Considering the inertial vector
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​, which represents the position of a solar array segment of length
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, the kinetic energy of the entire solar array is formulated as:
(3)
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The kinetic energy of the rigid body (hub) is given by:
(4)
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In these expressions, the first two terms represent the translational kinetic energy, while the third term accounts for the rotational kinetic energy. The potential energy resulting from bending and torsion is represented by:
(5)
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Where
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and
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are curvatures and stiffnesses.
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is the torsional stiffness, and the other stiffness
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and
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are the principal bending stiffnesses. From these energy expressions, it is realized that the lagrangians are simply expressed as:
(6)
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The work done by thermal load are expressed in the following variational form:
(7)
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In the above, the load
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(
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) include thermal loads. By substituting these variables into Hamilton’s principle, the equations of motion are derived from the nontrivial solution.
2.3 Analysis thermal
Based on past research [16] that studied the temperature field in the tube cross-section one-dimensionally, the temperature field is presented here in two dimensions using a double Fourier series for a beam with a rectangular cross-section consisting of a thin wall. Yen and Wu [30] gave a semi-analytical numerical solution of hyperbolic heat conduction in a finite medium with periodic thermal disturbance and surface radiation. Each point of the solar arrays possesses three degrees of freedom: the average temperature and the amplitudes of the cosine- and sine- shaped perturbation temperatures. The perturbation temperatures reflect temperature distribution and the magnitude of the temperature gradient in the cross section of the beam. Based on thermal analysis, the surfaces of solar arrays consider not only thermally induced expansion but also thermally induced bending and torsion in structural analysis. A typical thin-walled beam element is shown in (Fig. 1).
There are two sets of coordinate systems in beam, one is the local Cartesian coordinate system, (X,Y,Z), the other is the second coordinate system
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, which is on the surface of the beam.
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are the base vectors of the second coordinate system. -v is the vector of external heat flux, q, such as solar heat flux. The direction cosine of vector v in the local Cartesian coordinate system is (v1; v2; v3), On a position
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of the beam’s outer surface, only the normal component of the heat flow can be absorbed[31]. so that the heat flow rate per unit is
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, where
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is the angle between v and
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on this position. and the parameter
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is employed to indicate that only one side of the beam is heated:
(8)
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To simplify the analysis, five assumptions were made, namely (i) the beam wall thickness
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is small in comparison with the beam width C,
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(ii) the temperature is assumed constant through the beam wall thickness, thus the temperature T varies only with the second coordinate system
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and time
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,
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(iii) the amplitude of the perturbation temperature in the cross section is small compared with the average temperature; (iv) the thermal energy is emitted from the beam’s external surface, and internal radiation within the beam is neglected. (v) a beam isotropic heat conducting material in which two dimensional heat conduction and constant thermal properties prevail. With the above assumptions, the energy conservation equation, the hyperbolic heat transport equation, including source term, takes the form:
(9)
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denotes The propagation speed of the temperature wave. By applying boundary conditions to the problem, suppose the temperature field in the beam can be solved by separation of variables. In the longitudinal direction, temperature variations are expressed by interpolation functions of temperatures. In the lateral direction of the beam, temperature variations are separated into average and perturbation parts. Thus, we now proceed to solve the above initial-boundary-value problem by assuming a solution ansatz in the form of:
(10)
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where n is the node number, (n = 1, 2,…);
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is the average temperature and
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(m = 1, 2, ...) are the perturbation temperatures in the cross-section circumference beam. This temperature distribution fulfills the boundary conditions automatically. Eq. (9) is a nonlinear partial differential equation. To solve Eq. (9), the heat flux distribution on the right-hand side is represented as a truncated Fourier series; and only the first-order term is retained:
(11)
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The temperature distribution is separated into two parts [32]: An average temperature
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independent of
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that corresponds to the uniform heat flux
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in Eq. (11), and a perturbation temperature distribution
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that corresponds to the circumferential variation of flux in Eq. (11). Because:
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(12)
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The weighted residual formulation of thermal equations By substituting this solution, Eq. (11) and Eq. (12) into Eq. (9) we come up to an ordinary differential equation for
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,
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which is:
(13)
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(14)
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with the initial condition and the initial value of T0 = 290 K. At steady state, the incident heat flux approaches a constant value, which is approximated by neglecting the beam slope.
(15)
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The steady-state average temperature is then found from Eq. (13) as:
(16)
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according to [11], assuming that
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may be approximated as
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.Therefore, Eq. (14) may be rewritten as:
(17)
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Where,
(18)
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The general solution of the above homogenous ordinary differential equation is:
(19)
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Where,
(20)
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Finally, the temperature distribution is obtained by utilizing Eq. 10.
(21)
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Now, the constants
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and
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can be evaluated by enforcing initial conditions. we can write
(22)
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Employing the orthogonality of cose functions, we have
(23)
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initial conditions implies that
(24)
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Again, the orthogonality of sine functions gives:
(25)
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According to the border conditions, we have a problem:
(26)
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Finally, the transient temperature distribution within the beam can be expressed as:
(27)
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The general solution to Eq. (17) consists of two parts; the homogeneous solution and a particular solution. The homogeneous solution is identical to the solution of the left side of Eq. (17) which is given by Eq. (27). In order to obtain a particular solution.
In this subsection, we proceed to the solution for the right side Eq. (17) which is a cosine temperature boundary condition. Recalling Q (
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,
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,t) defined by Eq. (14) we have
(28)
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Now, the desired particular solution can be expressed as:
(29)
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(30)
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2–3 Thermal Wave Speed Ratio During Solar Eclipse for a GEO Satellite
This graph illustrates the changes in the speed ratio of thermal wave propagation relative to the speed of light as a geostationary satellite experiences varying conditions of shadow and penumbra during a solar eclipse. The time interval from 90 to 120 seconds shows a gradual decrease in the speed ratio from 1 to 0, indicating the satellite's transition into the shadow [33]. From 120 to 150 seconds, the speed ratio remains consistently at 0, reflecting that the satellite is fully engulfed in the shadow. Subsequently, between 150 and 180 seconds, the speed ratio gradually increases from 0 to 1, marking the satellite's exit from the shadow. Following this, from 180 to 240 seconds, the satellite returns to normal conditions, with the speed ratio stabilizing at 1. The distinct regions of shadow, penumbra, and the respective entry and exit times are clearly highlighted in the graph using different colors, facilitating an easy understanding of the variations in speed ratio throughout the eclipse phases [34].
A
Fig. 2
Ratio of thermal wave propagation speed on the satellite to the speed of light in GEO orbit during the satellite's entry into the Earth's umbra and penumbra
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2.4Thermal load
To conduct a thorough thermoelastic analysis, it is essential to accurately determine the external load terms. This process is crucial for calculating and analyzing the stresses and deformations occurring throughout the beam as a function of time. Precision in defining these loads is of utmost importance, as it directly impacts the performance and durability of the structure. [32].
(31)
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Where,
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is the thermal force, and
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represents the thermal moments about the y-axis, respectively. T denotes the temperature at the node, which is provided as a result of the thermal analysis. The equivalent forces are derived directly using Eq. (31) as:
(32)
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Equivalent forces for temperature, expressed as Fourier series, are described in [35]. The first term in these expressions describes damping in pitch. A nonlinear parameter is introduced to describe the separation of radiated flux from the surface of solar arrays due to nonlinearity. As shown in Eq. (32), the separation of radiated flux from the surface of solar arrays due to nonlinearity is expressed by cubic terms. Two types of separation of radiated flux from the surface of solar arrays are considered: tilt angle [36] and eclipse. Here, the Wagner function is used as a model for problem-solving [37].
Fig. 3
Impact of solar array orientation angle variation due to changes in thermal wave propagation rate on bending-torsion coupling in the flexible spacecraft structure.
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To facilitate this coupling, the propagation speeds of temperature components u and v are assumed to be aligned with the undeflected cross-section of solar arrays and normal directions, respectively, so that:
(33)
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Where
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is the propagation speed of temperature, u is the magnitude,
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is pitch, and
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is plunge. The twist is the effective Tilt Angle from the Wagner's function model so that the effective Tilt Angle is now given by:
(34)
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The tilt angle (
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) is the angle between the plane of the solar array and the horizontal. As shown in Eq. (34) and Fig. 3, it uses the effective tilt angle induced by velocities. The Vz increases the tilt angle. Angular velocity about the axis leads to the angle between the plane of the solar array and the horizontal that varies along the solar array. Nonproportional nonlinear equations are beneficial for determining the magnitude and identifying important parameters dominating the response of the considered system [38]. By using the Galerkin method, the corresponding ODEs can be obtained from the above partial differential equations [39].
(35)
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In these expressions, the capitalized terms Ui, Wj, and
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represent the shape functions derived from a vibrating, nonrotating cantilever beam, and they are defined as follows[39]:
(36)
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We derive the following dimensionless bending-bending-torsion (BBT) equations incorporating second-order nonlinearity.
(37)
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In the above equations, the linear terms are written on the left-hand side. These reduced expressions can be compared with those presented by Crespo da Silva and Glynn [31], as well as by Pai and Nayfeh [32].
3. NONLINEAR APPROCH
3.1 Perturbation Methods
In satellite structures, the dynamic behavior of solar arrays is significantly influenced by the finite speed of thermal wave propagation, which can lead to internal resonance phenomena. To effectively analyze such nonlinear interactions, perturbation techniques—particularly the Method of Multiple Scales (MMS) are widely employed. MMS is a robust and systematic approach that decomposes a system’s response into multiple time scales, making it especially suitable for systems influenced by small parameters and weak nonlinearities. It provides a structured framework for deriving approximate solutions when exact analytical results are intractable. The method has found extensive application across various engineering disciplines, particularly in analyzing dynamic behaviors such as internal resonances, bifurcations, and chaotic motions in mechanical and aerospace systems. Its ability to yield accurate results while reducing computational cost makes it a valuable alternative to blind numerical simulations, which can be both time-consuming and prone to inaccuracies. Consequently, MMS is frequently used in the theoretical investigation of internal resonance and related nonlinear dynamic phenomena. A variety of nonlinear beam problems have been solved using MMS [40]. These beams are coupled solely by nonlinear terms, not by linear terms. However, in solar arrays, linear coupling terms typically exist, caused by mass imbalance and thermal forces, as indicated in Eq. (37). Since the corresponding eigenvectors exhibit no coupling with the in-plane motion, the simplified modal matrix can be expressed as follows:
(38)
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To facilitate the decoupling of the nonlinear equations, the modal matrix [P] is utilized, establishing the relationship between the physical and modal coordinates through the following transformation:
(39)
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To achieve decoupling of the linear mass and stiffness matrices, the higher-order and damping terms in Eq. (37) are moved to the right-hand side. As a result, the fully decoupled equations can be represented in the following matrix form:
(42)
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Here,
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is a unit matrix and
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is a diagonal matrix with couple structural-thermal frequencies. With the linear terms already established, this section focuses on the development of the nonlinear thermal-structural terms. The linear damping terms, which have been placed on the right-hand side, are expanded using perturbation techniques as follows:
(43)
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The transformed nonlinear equations admit an approximate solution expressed as follows:
(44)
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is a fast time scale characterizing motions with the induced thermal structural frequencies, and
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is a slow scale characterizing the modulations of the amplitudes and phases. The actual response could be identified through the slow time scale. The actual response could be identified from the slow time scale. The derivatives with respect to time can be written in terms of partial derivatives with respect to the new scales
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and
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The linear mass imbalance terms and damping terms are perturbed by the slow time integration of these equations. Substituting Eq. (44) into Eq. (43), and equating coefficients of like powers of ϵ, the set of equations obtained is solved by solving the zero-order homogeneous differential equation, we get the following general solution:
(45)
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By substituting the general solution into the first-order equation, the particular solution for the case involving only thermal nonlinearity is obtained. When Ak​ is considered constant, the corresponding particular solutions are assumed to take the following form:
(46)
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Here, yqi represent constant coefficients of the particular solutions. By substituting the assumed solutions into the left-hand side of Eq. (43) and equating terms with identical exponential components, the coefficients can be explicitly determined. As illustrated in the denominator of the resulting expression where singularities may appear certain coefficients can contribute to the internal resonance mechanism.
(47)
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Here,
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​ and
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​ are functions of the system parameters. The resulting equation indicates the existence of at least two possible internal resonance conditions:
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:
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=1:3 and
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:
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=3:1. Time-domain simulations are conducted to investigate the effects of nonlinear thermal terms. In this section, the potential occurrence of 3:1 internal resonance and additional response characteristics are examined.
In the second case involving BBT coupling, a system characterized solely by structural nonlinearities is considered. The nonlinear behavior of this system arises from quadratic terms. then particular solutions can be written in the following forms:
(48)
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By substituting these particular solutions into the left-hand side of the second-order equations and matching the coefficients of identical exponential terms, the coefficients of the particular solutions can be determined. All terms contributing to internal resonance are identified and expressed as follows:
(49)
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Only the singularities associated with resonance are presented here. Based on these results, two possible internal resonance conditions are identified: ωu = 2ωα and ωu = ωw + ωα. These internal resonances are induced by quadratic nonlinearities, which also give rise to additional resonance conditions involving in-plane motion.
3.2 Poincare Map and Bifurcation Diagram
Phase portraits, Poincaré maps, and bifurcation diagrams serve as fundamental tools in nonlinear dynamics and chaos theory, providing critical insight into the qualitative behavior of dynamical systems.
Phase plane analysis, including phase portraits, offers valuable qualitative insight into the dynamic behavior of nonlinear systems, as demonstrated in the thermal flutter analysis of large-scale space structures by Wei Li et al. using the finite element method (FEM) [14]. Similar dynamic characteristics can be identified through the use of Poincaré maps, where the number of fixed points reflects the number of periodic components present in the nonlinear response. The presence of two fixed points in the Poincaré map indicates the possibility of a 2:1 internal resonance, whereas a simple LCO is typically represented by a single fixed point in the phase plane. For forced vibration systems, Poincaré maps can offer additional insight into the frequency content of the response. However, for autonomous systems—such as thermal-structural systems lacking external excitation—these maps typically reveal only relative frequency information. To accurately identify the frequency components in such systems, it is necessary to analyze the signal's Fourier spectrum.
The bifurcation diagrams obtained align with those presented in foundational works by Jordan and Smith[41], and Balachandran and Nayfeh[40], revealing both stable and unstable equilibrium points. While approximate solutions capture primary behaviors, such as equilibrium states, they fail to identify more complex dynamics, including period-2 responses and chaotic motions. To detect these intricate phenomena, more advanced analytical tools are necessary. Many researchers have employed phase portraits and Poincaré maps to study LCOs and periodic motions. A limit cycle is defined as an isolated closed trajectory in the phase plane, where 'closed' indicates periodicity and 'isolated' implies the presence of surrounding trajectories that either converge to or diverge from it [42]. It is important to distinguish that not all closed curves qualify as limit cycles unless they are isolated. For example, a one-period trajectory corresponds to a single fixed point in the associated Poincaré map, whereas multi-period responses exhibit multiple fixed points. In the phase plane, each curve depicts a possible motion—known as a phase trajectory—and a collection of such curves constitutes a phase portrait of the original differential equation[43]. Typically, a limited number of representative trajectories are shown to avoid visual complexity.
4. Dynamic Modeling and Validation of Flexible Space-Based Solar Arrays
To investigate internal resonance and LCOs in a flexible solar array model, representative physical parameters have been adopted based on previous studies [19]. The thermal properties responsible for inducing structural vibrations are summarized in Table 1, as reported in [35].
Table 1
Values of the parameters of the flexible spacecraft
Solar panel
 
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A
Table 2. Thermodynamic coefficient of solar arrays
A
For validation purposes, the results derived from the FEM were benchmarked against those reported in the reference study, demonstrating excellent consistency. Furthermore, the GMM was utilized to perform modal analysis and extract mode shapes. This approach proves highly effective in capturing the dynamic characteristics of the system under combined thermal and mechanical loading conditions. The strong correlation between the outcomes of both methods and those of the reference confirms the accuracy and robustness of the proposed model. Table 3 and Fig. 4 illustrate this comparison. In this context, the variables u, w, and α denote the in-plane bending, out-of-plane bending, and torsional responses, respectively.
Fig. 4
The comparison of the mode shape of bending in the w and u directions, torsion of solar arrays
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Table 3
The comparison of the natural frequencies of the HST solar array between the present analysis and other analyses (Hz)[16, 44].
mode
Method FEM
Method GMM
Other analyses
Remark
1
0.0207
0.0253
0.0271
(torsion)
2
0.0962
0.0965
0.0967
(bending)
3
0.6029
0.589
0.521
(torsion)
4
0.298
.301
0.300
(bending)
5
  
0.54
(bending)
In the coupled structural-thermal analysis of satellites, if the in-plane bending stiffness is sufficiently high, its effects can be neglected. This assumption simplifies the nonlinear BBT equations to the more manageable bending-torsion (BT) equations, which focus on the interaction between these two dominant deformation modes. By adopting this simplification, the structural-thermal analysis becomes more efficient, allowing for a clearer investigation of the primary effects of bending and torsion. The presented equations are formulated in a dimensionless form, ensuring a direct correlation between the structural properties and the thermal response of the system.
In a linear thermoelastic system, the dynamic characteristics can be distinguished based on the relative speed of thermal wave propagation compared to the flutter velocity (VF). In other words, the rate at which heat propagates through the structure can significantly influence its stability and dynamic behavior. If the thermal wave propagation speed exceeds the flutter velocity, temperature variations rapidly spread throughout the structure, potentially inducing swift changes in its mechanical properties and compromising its stability. Conversely, if the thermal wave propagation speed is lower than the flutter velocity, temperature changes disperse more gradually, reducing their impact on the system’s dynamics. These distinctions play a crucial role in the precise analysis of thermal flutter in linear thermoelastic systems and can significantly affect the likelihood of flutter occurrence[45].
Fig. 5
Variations in frequency (a) and damping (b) as functions of the ratio between the thermal wave propagation speed and the speed of light radiation, for the flexible structure of the satellite’s solar array.
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Table 1, 2 presents the thermal and structrual characteristics [45]. In the case where the ratio of the thermal wave propagation speed to the speed of light is approximately 0.95, the system damping reaches zero, as shown in Fig. 5. This condition is referred to as the thermal flutter speed range. When the velocity is less than VF​ (Vr​=0.85), the responses decay, as shown in Fig. 6. The possibility of a 3:1 internal resonance and the associated response characteristics are investigated. As shown in Fig. 5, the maximum frequency ratio ω/ωα is 4.6, with the peak occurring at V = 0. Since this ratio exceeds 3 and ω > ωα internal resonance does not occur in the structural dynamics of the flexible arrays.
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Fig. 6
Time response of the flexible satellite solar array structure in bending and twisting modes at the moment of shadow entry, for a structure length of 5.9 meters and a thermal wave propagation velocity ratio of 0.85.
Eventually, the responses decay to zero. For velocities greater than VF​, the responses increase over time, as illustrated in Fig. 7.
Fig. 7
Time response of the flexible satellite solar array structure in bending and twisting modes at the moment of shadow entry, for a structure length of 5.9 meters and a thermal wave propagation velocity ratio of 1.05
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As illustrated in Fig. 5, the coupled thermal-structural frequencies corresponding to the bending and torsional modes differ under the velocity conditions Vr​=0.85 and Vr​=1.05. However, the responses indicate synchronization between the two modes, which represents a characteristic feature of coupled thermal-structural behavior. Due to the presence of two distinct types of nonlinearities and their possible interactions, three representative cases are examined, each corresponding to a different combination of these nonlinear effects. To investigate the existence of LCO at velocities below VF​, a reference case is considered at the velocity condition Vr​=0.95. Since closed orbits in phase portraits indicate periodic motions, phase portraits are employed to verify the existence of LCOs. The response characteristics are summarized in Table I. In this table, the letters ‘W’ and ‘T’ are used to denote the types of nonlinearities considered in each case. The case labeled ‘BT3’, which includes both ‘W’ and ‘T’, indicates that the system exhibits structural nonlinearities due to solar array flexibility (‘W’) as well as thermal nonlinearity (‘T’). As shown in the table LCO type responses are observed in cases that involve structural nonlinearities.
Fig. 8
Time response of the flexible satellite solar array structure in bending and twisting modes at the moment of shadow entry, for a structure length of 5.9 meters and a thermal wave propagation velocity ratio of 0.95
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For velocities below the flutter threshold, the motion decays over time, as illustrated in Fig. 6, whereas for velocities above the flutter point, the response exhibits growth, as shown in Fig. 7. At Vr​=0.95, the response characteristics of certain cases involving structural nonlinearities exhibit strong similarities. Therefore, phase portraits and time histories for a representative case are presented in Fig. 8. The time histories demonstrate that the response amplitudes remain sustained over time. The corresponding phase portraits and Poincaré maps are presented in Fig. 9. In this figure, the phase portrait is represented by a solid line, while the Poincaré maps are indicated by the symbol ‘O’. The presence of an isolated closed orbit in the phase portrait confirms the existence of a limit cycle. From the phase portrait, an isolated closed orbit can be identified. This closed orbit corresponds to a periodic motion[43], as illustrated in Fig. 8. This type of periodic motion is characterized by two fixed points, AF and BF. These figures indicate that for any case involving structural nonlinearities, LCO type responses can occur at velocities below VF​. Although phase portraits offer valuable insights into LCO-type responses, they are not well-suited for summarizing key characteristics. To examine the effects of velocity variation and the relative motion between bending deflection and torsional response, Poincaré maps and bifurcation diagrams are employed. For a forced vibration system, a Poincaré map can be constructed using a sampling rule that aligns with the period of external excitation. This approach allows for the analysis of the system’s long-term behavior by capturing its state at discrete, periodic intervals.
Fig. 9
Phase portraits and Poincaré maps of the flexible satellite solar array structure under the condition α˙=0, with h = 0.0, and a thermal wave propagation velocity ratio of 0.95.
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Since steady-state responses can occur in thermoelastic systems even in the absence of external excitation, alternative sampling rules are necessary for constructing Poincaré maps in such cases. To construct the bifurcation diagram of pitch amplitude and the Poincaré map of pitch motion, a systematic sampling of the system’s dynamic response is performed over a range of velocity conditions, allowing the identification of qualitative changes and the onset of nonlinear phenomena such as LCO or bifurcations [46, 47]. Two sampling rules are employed: the condition
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​=0, indicating zero velocity of the pitch angle, and h = 0.0, corresponding to zero bending deflection, respectively. These rules are used to construct the Poincaré map and capture the system’s dynamic behavior at specific, meaningful states. In this study, an additional sampling rule,
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, is adopted to generate Poincaré maps of the pitch motion. This condition enables the capture of the system’s dynamic behavior at instances when the rate of change of the bending displacement is zero, providing further insight into the nonlinear response characteristics. By applying this new sampling rule, equilibrium points where both
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and
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can be identified in the Poincaré map. If the fixed points in the Poincaré map satisfy the condition
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, these points correspond to equilibrium states of the system. By utilizing the fixed points observed in the Poincaré maps for various velocity conditions, bifurcation diagrams are generated.
Fig. 10
Bifurcation diagrams of the flexible satellite solar array structure coupled with thermal nonlinearity, plotted as functions of the ratio between the thermal wave propagation speed and the speed of light radiation, under the conditions of αmax​ and wmax​.
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These diagrams provide a clear visualization of the system's dynamic transitions, revealing the relationship between system behavior and varying velocity parameters. The bifurcation diagram for a case with only thermal nonlinearities is shown in Fig. 10. This diagram illustrates the system's dynamic behavior and the critical transitions associated with thermal effects under varying conditions. As illustrated in Fig. 10, the number of fixed points varies with the velocity conditions: a single fixed point is observed Vr​<1, while two fixed points appear when Vr​>1. This indicates a bifurcation behavior influenced by the system's velocity. As illustrated in the phase plane, the motion in the upper half-plane (where
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) must progress to the right, since the variable on the horizontal axis (ϕ) increases with time when
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. Conversely, for
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, the motion proceeds to the left. This interpretation holds under the assumption that
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​. However, if the convention
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​ is adopted, the direction of motion must be reversed accordingly.
Fig. 11
Time response of the flexible satellite solar array structure in bending and twisting modes at the moment of shadow entry, for a structure length of 5.9 meters and a thermal wave propagation velocity ratio of 1.15
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This indicates a bifurcation behavior influenced by the system's velocity. The single fixed point in the region of Vr​<1 indicates that the responses decay to zero, as shown in Fig. 6. However, the two fixed points at velocities greater than VF ​suggest the presence of LCOs, as demonstrated in Figs. 11 and 12. As shown in Fig. 12, the corresponding phase portraits and Poincaré map reveal closed orbit(s) and fixed points, respectively, indicating periodic motion in the system.. For a velocity condition of Vr​<1, the responses decay to zero in a manner similar to that shown in Fig. 6. In contrast, for a velocity condition of Vr​>1, the responses grow in a manner similar to Fig. 7.
Fig. 12
Phase portraits and Poincaré maps of the flexible satellite solar array structure coupled with thermal nonlinearity, under the condition of a thermal wave propagation velocity ratio of 1.15.
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This indicates a transition from a stable response to an unstable one as the flexible satellite structure moves out of the shadow. Based on the results presented in Table 4, the effects of velocity variation are investigated for selected cases involving structural nonlinearities. Initially, a case featuring only structural nonlinearity is examined to isolate and understand its influence on the system's dynamic response.
Table 4
Summary of response characteristics at a thermal wave propagation speed ratio of 0.95.
Case No.
Case ID
Responses
BT1
structural
LCO
BT2
thermal
Decay
BT3
Combined structural and thermal nonlinearities
LCO
The bifurcation diagram for a case in which both forms of nonlinearity—structural and thermal—are considered is presented in Fig. 13. This figure illustrates the complex dynamic behavior resulting from the interaction between these nonlinear effects. As shown in this figure, multiple fixed points with varying magnitudes of the pitch angle amplitude (α) are observed for Vr​<1. This indicates the presence of multiple steady-state solutions and highlights the complexity of the system's nonlinear dynamic behavior under subcritical velocity conditions. These fixed points indicate that LCO type responses are possible within the subcritical velocity range Vr​<1. This suggests the existence of sustained periodic motion even before reaching the flutter velocity, due to the nonlinear characteristics of the system. For Vr​<VC​, the responses decay to zero.
Fig. 13
Bifurcation diagrams of the flexible satellite structure exhibiting coupled structural-thermal nonlinearities, showing dependence on the thermal wave propagation speed to light radiation speed ratio (α = 0, ẇ = 0).
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In the intermediate velocity range VC < Vr​<VF​, at least three fixed points exist, including one at zero pitch amplitude (α = 0). The presence of this zero fixed point suggests that the system's response may decay, depending on the initial conditions, indicating potential coexistence of stable and unstable solutions within this velocity range.
Fig. 14
(a) Phase portraits and Poincaré maps, (b) Time response of the flexible satellite structure demonstrating coupled structural-thermal nonlinearities in bending and twisting modes during shadow entry (ẇ = 0; thermal wave propagation velocity ratio = 0.78).
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For small initial conditions, the response tends to decay to zero; however, larger initial conditions may lead the system to converge toward other fixed points with non-zero amplitudes. This behavior reflects the sensitivity of the system's dynamic response to initial states and indicates the presence of multiple attractors in the nonlinear regime. This type of subcritical bifurcation behavior persists within this velocity range, indicating the coexistence of multiple steady-state solutions and the potential for abrupt transitions in response depending on initial conditions.
Fig. 15
(a) Phase portraits and Poincaré maps, (b) Time response of the flexible satellite structure exhibiting coupled structural-thermal nonlinearities in bending and twisting modes during shadow entry (ẇ = 0, α̇ = 0; thermal wave propagation velocity ratio = 0.96).
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The bifurcation diagram can be partitioned into several distinct regions, each representing different qualitative behaviors of the system's dynamic response as a function of velocity. Three fixed points are observed in regions B and D. In region C, the number of fixed points exceeds three. Although the number of fixed points in regions B and D is the same, their corresponding amplitudes differ. This highlights the complexity of the system's behavior within these regions. As illustrated in Figs. 14 and 15, these regions exhibit distinct dynamic characteristics.
Fig. 16
Phase portraits and Poincaré maps of the flexible satellite structure exhibiting coupled structural and thermal nonlinearities in bending and twisting modes during shadow entry, with ẇ = 0 and a thermal wave propagation velocity ratio of 0.81.
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The Poincaré maps provided in these figures clearly reveal the positions of the fixed points labeled AF​, BF​, and CF​, facilitating the identification and analysis of the system's qualitative behavior in each region. The two fixed points, AF​ and BF​, correspond to periodic motions. The presence of a single AF​ (or BF​) indicates that the bending and torsional motions share the same (nonlinear) period, reflecting synchronized dynamic behavior between the two modes. The third fixed point, CF​, corresponds to a damped response. Depending on the initial conditions, the system's behavior either decays to zero or exhibits LCO, indicating the presence of a subcritical bifurcation phenomenon.
Fig. 17
Phase portraits of the flexible satellite structure with coupled structural and thermal nonlinearities, evaluated at a thermal wave propagation velocity ratio of 0.89.
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The two fixed points, AF​ and BF​, presented in Fig. 15(a), are located near the condition
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; however, the remaining fixed points in the same figure are situated closer to the maximum value of
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​, highlighting distinct dynamic behaviors within the system. Because the sampling condition is
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, the fixed points located near zero indicate that the relative phase angle between the bending and torsional motions is also close to zero, as illustrated in Fig. 15(b). However, in the other case where
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is near its maximum, the two motions exhibit an approximate 90-degree phase difference, as illustrated in Fig. 15(b).
Fig. 18
Poincaré maps of the flexible satellite structure exhibiting combined structural and thermal nonlinearities, under a thermal wave propagation velocity ratio of 0.89.
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Although the bending motion is not explicitly presented in these figures, its relative behavior can be inferred from the Poincaré map. In region C, two intriguing types of responses are observed, as illustrated in Figs. 16, 17, and 18. At a velocity near Vd​, the nonlinear frequency ratio approaches 3, as illustrated in Fig. 16. In this figure, three points corresponding to AF​ and three points corresponding to BF​ are identified. This indicates that the period of the bending motion is approximately three times that of the torsional motion. For another velocity close to Ve​, quasi-periodic motion is observed, as illustrated in Fig. 18. As illustrated in Fig. 18, the fixed points form a circular pattern. This type of Poincaré map typically emerges when the frequency ratio between bending and torsional motions is irrational, indicating quasi-periodic behavior in the system.
5. DISCUSSION
A nonlinear structural model of a flexible satellite is developed based on the extended Hamilton's principle. The BBT equations of motion are formulated up to third-order nonlinear terms. The equations incorporate the nonlinearity induced by heat flux variations resulting from the separation of radiant energy from the solar array surfaces during penumbra, to accurately capture the thermal-structural coupling effects. In a scenario where the satellite operates in space and is excited exclusively by solar radiation, the structural frequencies are influenced by the propagation speed of the incident solar waves. Under such conditions, the excitation frequencies of the structure can exhibit a strong dependence on the wave propagation velocity, potentially altering the dynamic response of the system. Internal resonance conditions are identified using the Method of Multiple Scales. Two resonance cases,
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​and
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, arise due to thermal nonlinearities, while two additional conditions
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​, and
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​ result from structural nonlinearities. Among these, two resonance conditions
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and
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are associated with cubic nonlinearities, while the other two
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​ and
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arise from quadratic nonlinearities. These internal resonance phenomena are investigated in the context of a solar array mounted on a flexible satellite. The conditions for potential internal resonance vary based on factors like the stiffness ratio,
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, the length of the solar arrays, and thermal effects. The solar array model considered in this study does not satisfy the resonance condition, as the maximum frequency ratio
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occurs at V = 0.Possible causes of LCO responses in flexible satellites are investigated using solar array models inspired by the flexible arrays of the Hubble Space Telescope (HST). For a specific case, the effect of each individual nonlinearity is examined in detail. Bifurcation diagrams are used to demonstrate the effect of changes in velocity. The bifurcation diagrams are constructed using Poincaré maps. For the system exhibiting thermal nonlinearity, the bifurcation diagram reveals a supercritical bifurcation behavior. Stable solutions are observed in both velocity regions, Vr < 1 and Vr > 1. In the case of structural nonlinearity in the flexible arrays, a subcritical bifurcation is identified. Depending on the initial conditions, the system's behavior either decays to zero or exhibits LCO, indicating the presence of a subcritical bifurcation phenomenon. The bifurcation diagram can be partitioned into several distinct regions, each representing different qualitative behaviors of the system's dynamic response as a function of velocity. For small initial conditions, the response tends to decay to zero; however, larger initial conditions may lead the system to converge toward other fixed points with non-zero amplitudes. This behavior reflects the sensitivity of the system's dynamic response to initial states and indicates the presence of multiple attractors in the nonlinear regime. Results indicate that structural nonlinearities significantly amplify oscillation amplitudes, while thermal nonlinearities contribute to asymmetric response patterns and increased sensitivity to initial conditions. Parametric studies show that even slight changes in system properties such as mass or stiffness can shift critical velocities and fundamentally alter the dynamic response. This research underscores the critical role of nonlinear thermal-structural interactions in the dynamic behavior of flexible space systems and offers a comprehensive analytical framework to guide the design and safe operation of future spacecraft exposed to severe thermal and mechanical environments.It is also important to note For model validation, the results obtained through the FEM were compared with those from the reference paper, showing excellent agreement. Additionally, the GMM was employed for mode analysis and to extract the modal shapes.Implementing control strategies such as active damping mechanisms, adaptive structural tuning, and smart materials can help minimize unwanted vibrations. Techniques like vibration absorbers, real-time feedback control, and optimized structural configurations can also enhance stability. Future research should focus on integrating these strategies into spacecraft design to ensure reliability and performance in space environments.
A
Data Availability
The datasets used and/or analyzed during the current study are available from the corresponding author on reasonable request.
A
Author Contribution
O.M. developed the theoretical model, performed the numerical simulations, and drafted the manuscript.K.D. contributed to the interpretation of results and critically revised the manuscript.M.B., as the corresponding author, supervised the research, verified the analytical framework, and finalized the manuscript for submission.All authors reviewed and approved the final version of the manuscript
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Funding
This research received no specific grant from any funding agency in the public, commercial, or not-for-profit sectors.
Total words in MS: 7595
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Total Keyword count: 8
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Total Tables in MS: 48
Total Reference count: 47