Design and multi-objective comprehensive optimization of cable-strut tensioned antenna mechanism
Introduction
With the implementation of China's space programs, including manned spaceflight, deep space exploration, space-based observation, and space attack and defense, the demand for various large deployable antenna mechanisms has become increasingly urgent. Existing large deployable antennas adopt a truss-type mechanism. Inflatable antennas have several advantages, including light mass and large folding ratio. However, their industry application remains limited because of issues in their structural stability, shape surface accuracy, space environment adaptability, and others. Therefore, a new cable-strut tensioned antenna mechanism with high stiffness and low mass should be developed.
The existing types of deployable antennas in orbit can be divided into ring, frame, plane, rib, and tension types. The ring antenna is composed of a developable ring truss and a parabolic prestressed cable network system in the interior [1,2]. From 2000 to 2007, five AstroMesh ring antennas have been used in three types of spacecraft for in-orbit applications [3,4]. Ring antennas are ideal large deployable antennas because of their high toughness, high thermal stability, small folded volume, and simple structure [[5], [6], [7]]. Georgian's Experiment Geodesic Satellite(EGS) deployable antenna is a shear fork-type framework with a profile accuracy of up to 2.1 mm; it exhibits an umbrella-like shape from the center to the periphery [[8], [9], [10]]. In 2006, the Japan Aerospace Exploration Agency(JAXA) deployed a space modular truss antenna on Engineering Test Satellite VIII(ETS-VIII) [[11], [12], [13]]. The Synthetic Aperture Radar(SAR) antenna is a typical application case of a planar antenna. In 1978, National Aeronautics and Space Administration(NASA) launched Seasat with a resolution of 25 m [14]. European Space Agency(ESA) launched civilian radars the first European Remote Sensing Satellite(ERS-1) and the second European Remote Sensing Satellite(ERS-2) in 1991 and 1995, respectively; and Environmental Satellite (ENVISAT), an earth environment monitoring satellite with a spatial resolution of 30 m, in 2002 [15,16]. The Canadian Space Agency launched Radarsat-1 in 1995 and Radarsat-2 in 2007 [17]. Japan launched the earth observation satellite Advanced Land Observing Satellite (ALOS) in 2006 with a maximum resolution of 2.5 m [18]. The Jet Propulsion Laboratory (JPL) proposed three design concepts: gas-filled phase array, gas-filled reflection array, and frame support [19,20]. In 2001 JPL, L′ garde, and International Latex Corporation (ILC) Dover developed a planar thin-film antenna with a size of 2.3 m × 1 m [21,22]. In 1997, an 8 m ribbed antenna was deployed on Highly Advanced Laboratory for Communication and Astronomy (HALCA) [23,24]. The most typical example is the tension-deployable antenna designed by Harris [25]. Table 1 lists the typical large antennas successfully applied in orbit.
With the rapid growth of the aerospace industry, deployable antennas have become ultra-large in size, reaching tens or even hundreds of meters in diameter. The Innovative Space Based Radar Antenna Technology project, funded by DARPA (Defense Advanced Research Projects Agency), has developed a large-aperture antenna, the spread–yield ratio is as high as 100:1 [26]. Harris developed a Maypole Hoop and Column deployable antenna (15 m diameter) mechanism and conducted the corresponding ground test and in-orbit expansion function test [27]. The Maypole Hoop and Column antenna at the center of the column and the outer truss antenna layout through the upper and lower layers of the tension cable are linked together to form a balanced space state, with the antenna playing a supporting role through its improved rigidity, small volume, and light weight that make it suitable for large-scale antennas; the ring-type antenna currently in orbit measures approximately 50–100 m [27]. A Georgian–Russian company designed a shear fork-type double antenna. The agency's outer truss is composed of a fork scissor mechanism, and the central hub is connected to the outer support truss by a tensioned membrane rib [28,29]. The large elliptical satellites currently in orbit with deployable antennas, such as the American TRUMPET (90 m in diameter), MERCURY (105 m in diameter), and Jumpseat (150 m in diameter), have deployable double-layer ring trusses. Professor Guan Fuling of Zhejiang University designed a prototype of a two-layer ring truss deployable antenna with a diameter of 2 m [30,31]. Gilger L et al. proposed a cable-strut tensile double-loop deployable antenna mechanism, whose inner layer is a ring deployable truss mechanism and whose outer layer is tensioned with an extension rod and a rope; this composition improves the stiffness of the whole antenna mechanism [32]. DLR and ESA conducted collaborative research and eventually developed a film with an area of 40 m2 and a total mass of less than 60 kg [33].
The mass of a single-layer ring truss deployable antenna, which is characterized by a light mass and large folding ratio, is not proportional to an increase in diameter. However, the larger the diameter of the antenna is, the smaller the stiffness of the single-layer ring truss is, and the worse the shape and surface accuracy are. In terms of rigidity, the double-layer annular truss deployable antenna mechanism can be fully applied to large-diameter antenna mechanisms, but it suffers from large mass and low dynamic stiffness. The tensed deployable mechanism is light weight and has a high folding rate, but it is prone to issues such as low structural stiffness, poor anti-interference ability, and vibration attenuation. No existing deployable antenna mechanism can meet the technical requirements of future space missions for ultra-large space deployable structures. The advantages of the double-layer ring truss deployable antenna mechanism and tensegrity mechanism should be combined to overcome their respective disadvantages and obtain a new lightweight space deployable mechanism. Therefore, the current study follows the principle of structural symmetry and node–force balance in developing flexible cables that are not easily wound and have the highest specific element stiffness. These flexible cables are used to replace a number of members in deployable quadrangle prismatic elements. A series of new cable-strut tensile element configurations is also proposed to realize the lightweight design of deployable mechanism elements. The cable-strut tensile-type ring antenna mechanism is large in size and has a low stiffness. It is also characterized as nonlinear with rigid–flexible coupling. Therefore, flexible cable nonlinearity for dynamic analysis should be considered to solve the multi-objective comprehensive optimization of antenna mechanisms. On the basis of the dynamic characteristics of a large deployable antenna mechanism, a dynamic mathematical surrogate model is established in this work to facilitate engineering use so as to establish a comprehensive optimization model of the antenna mechanism, optimize the overall performance of the antenna mechanism, and identify the configuration with the best performance.
The rest of this paper is organized as follows. In Section 2, the optimal configuration to realize the lightweight design of deployable mechanism elements is selected. In Section 3, the mathematical surrogate models of the antenna mechanism are established. In Section 4, the comprehensive optimization of the antenna mechanism is carried out. In Section 5, a prototype of a 2 m caliber antenna is designed. The expansion and collection function test and dynamic characteristic test are carried out to verify the rationality of the analysis of the configuration.
Section snippets
Design of cable-strut tensile configuration with four prismatic elements
In our previous research, we proposed a four-prismatic deployable cell mechanism with only rotating pairs. In the construction of a large diameter developable antenna, the mass of the whole girder can expand the unit organization. Hence, a unit configuration with four truss-type prisms is explored in the current work. In this configuration, some of the bars are replaced with ropes. Rope tension can increase the stiffness of the entire cell organization, but it tends to reduce mass.
Establishment of fundamental frequency surrogate model of cable-strut tensile antenna mechanism
When calculating the fundamental frequency of the antenna mechanism, the relationship between the input structural parameters and output fundamental frequency is difficult to identify directly. Finite element simulation should be carried out, but the steps are tedious, and the calculation efficiency is low. The response surface method is thus used to establish the mathematical surrogate model between the structural parameters and the fundamental frequency value of the antenna mechanism.
The key
Establishment of integrated optimization of antenna mechanism
The previous analysis indicates that the four configuration parameters and six structural parameters exert considerable influence on the fundamental frequency and mass of the antenna mechanism. To obtain the optimal configuration with high stiffness and low mass, we establish the multi-objective comprehensive optimization of the antenna mechanism (Fig. 8).
By referring to this process, we can obtain the specific structural parameters of the components and the configuration of the antenna
The development and test of cable-strut tensile antenna mechanism prototype
To verify the correctness of the configuration and optimization methods proposed in the previous section, we comprehensively optimize the cable-strut tensile ring antenna mechanism with a diameter of 2 m according to the comprehensive optimization process established in Section 4. The optimal configuration parameters of the antenna mechanism are h = 0.9 m, n = 8, = 117.4°, and l = 0.4 m. The optimal structural parameters are Dh = 10 mm, Ds = 10 mm, Dnx = 10 mm, Dz = 10 mm, Dxz = 10 mm, and Dc
Conclusion
First, a series of cable-strut tensile unit configurations are proposed on the basis of the topological characteristics of a stable cable-strut tensile structure. Second, on the basis of the influence of fundamental frequency and mass on unit characteristics, we establish a comprehensive evaluation index, that is, the stiffness-to-inertia ratio, and optimize the configuration of the proposed unit mechanism to obtain the optimal object. Third, with the response surface method, the surrogate
Declaration of competing interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgement
This project is supported by the National Natural Science Foundation of China (51835002&51675114), the Joint Funds of the National Natural Science Foundation of China (Grant Nos. U1637207) and the College Discipline Innovation Wisdom Plan in China (Grant No. B07018). These supports are gratefully acknowledged by the authors.
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2023, Acta AstronauticaCitation Excerpt :Finally, Zhao et al. [27] proposed an improved method for quantitatively resizing the support links of a planar closed-loop over-constrained deployable structure. In addition, there are many deployable mechanisms [28–41], but none of them are suitable for planar deployable antennas. In the above literature, there are many typical applications of planar deployable phased-array antennae in spaceborne SARs.