In this paper, a biomimetic topology optimization design method that simulates the growth pattern of leaf veins is proposed for the design of the support structure of ultra-light airfoil-like solar cells in the solar powered unmanned aerial vehicle. This method simulates the optimal growth process of main vein morphology through the topology change of dynamic point groups to obtain an optimized topological main support structure and then generates a Voronoi grid structure in the area surrounded by the main support structure to increase the local support for the battery. The whole process is combined with genetic algorithm to simulate the optimal distribution strategy of leaf vein growth by inputting a small number of parameters. Compared with the traditional grid support structure, the support structure obtained by simulating the leaf vein growth optimization strategy can provide more efficient support for the solar panel and avoid damage to the solar cell.

Solar electric fixed-wing unmanned aerial vehicles (UAVs) have a wide range of applications in communications, aerospace, and other fields. In order to obtain greater lift-to-drag ratio and endurance, such UAVs usually use wings with large aspect ratios to increase solar panels coverage. These solar cell modules are very thin and light. When the wing undergoes large torsional deformation, due to the lack of sufficient support, the cell module will be damaged and fail, and the solar panel may also be partially compressed during the installation and transportation of the wing damage. Therefore, it is necessary to optimize the design of a lightweight battery panel support structure, which can not only improve the overall support effect of the battery panel but also provide sufficient support for local areas. Through millions of years of evolution, the structure in nature has achieved the maximization of the bearing capacity while using the least material,1,2 which coincides with the purpose of our structural design, so this paper is simulated a structural optimization strategy in investigating an optimal design method for lightweight support structures for solar panels. The optimization design problem of this lightweight support structure is actually a problem of finding the optimal material distribution, and the process of topology optimization by subtracting materials cannot quickly and intuitively give the exact information of the position distribution and structural orientation of the support structure. Through observation, it is found that the leaf veins and insect wing vein structures are typical fractal structures as shown in Fig. 1. These structures fully reflect the material optimization layout theory, that is, the optimal structural efficiency is achieved with the minimum material consumption.3–5 Therefore, the material distribution of the support structure can be optimized by simulating the growth process of the leaf vein, and the branching pattern of the leaf vein is a self-optimizing structure. To this end, the layout of grid support structures in engineering design should be a “growth pattern” based process.

FIG. 1.

Structure diagram of leaf veins and dragonfly wing.

FIG. 1.

Structure diagram of leaf veins and dragonfly wing.

Close modal

Liangbao and Wuyi6 designed a bionic cover support structure by simulating the veins of Wanglian leaves, which improved the strength of the structure under the premise of reducing weight. Chen7 designed an optimal structure scheme of a biomimetic wheel hub for a biomimetic automobile wheel hub using the typical lightweight and high-strength cobweb algae siliceous shell structure as a bionic template. Cen8 draws on the characteristics of leaf vein structure and uses the similarity principle to design a bionic wing structure, which has higher structural efficiency than the prototype wing. Hamm’s team9 has conducted extensive research on plankton shells and has come up with an “Evolutionary Light Structure Engineering” concept that utilizes pre-optimized lightweight structure to widen the design space and find the best type of structure by developing a variety of new lightweight structural solutions. Nagy10 combined a generative design and additive manufacturing approach that behaves like slime molds to redesign the partition walls of an airbus kitchen. This method can be well distributed along the load path to optimize the structure, which reduces the structural weight by at least 45% and the structural deformation by 8%. The design of these lightweight structures provides a reference for the support structure design of solar panels, so this paper generated a vein-like support structure by simulating the shape of leaf veins. You11 proposed a bionic plane-like structure design method with combination of graphic method and get a considerable improvement to the wing surface buckling load.

In this paper, the self-optimization process of main vein morphology is simulated by topology optimization of dynamic point group under loading conditions, and the main support structure is obtained through this process. Then, a Voronoi grid structure is generated in the area surrounded by the main support structure to increase the local support for the battery, thereby optimizing the design of a rigid-flexible coupled structure. In the whole process, a small number of input parameters are controlled by genetic algorithm (GA), and the optimization design is carried out with the goal of minimizing the weight of the structure and reducing the stress of the structure.

Many scholars have studied the methods of leaf vein modeling. Einhard established the first leaf vein model12,13 with the feature of fine vein network. Gottlieb proposed a model for directly inserting new leaf veins. The realization of this model is limited to some simple assumptions, and it is difficult to simulate the real leaf vein structure.14 Rodkaew proposed a leaf vein model based on particle system.15 Gu et al.16 proposed an algorithm to generate a leaf vein model. This method adds L-system to the vein modeling method of Runions and uses Voronoi diagram to segment the leaf surface to generate reticulated veins. Lu17 used nonlinear polynomials to generate pinnate phyllotaxis and proposed a random iterative method based on seed growth to generate reticulated veins and a method based on leaf growth to generate palmate venation, but this method is not suitable for randomly curved leaf veins. The structure optimization method in this paper combines the leaf vein generation process and the Voronoi mesh generation, which can optimize the generation of a multi-level support structure similar to the leaf vein, which not only has a good support effect but also can increase the local deformation resistance of the structure strength.

Leaf veins can be divided into main veins, lateral veins, and fine veins, and the main vein is the widest vein originating from the root of the leaf vein. In order to simulate the growth of leaf veins through point topology, this paper proposes a dynamic point group topology method. This method first distributes a large number of points in the design area, and the distance between two points is less than the distance parameter r. When the points are closed to the boundary of the design area, they also collide, and the points bounced back into the design area, so that the uniformity and activity of the points in the area can be guaranteed through the mutual movement between the points, as shown in Fig. 2, for example, when points 0 and 10, which are close to the boundary of the design area, are bounced back to the design area, points 3 and 5 repel each other and continue to move in different directions, and similarly points 4 and 5 also repel each other, where point 4 is mutually repelled by point 6 and other points.

FIG. 2.

Mutual motion between points in a design domain, points repel each other and rebound from boundaries. The distance between point 2 and point 7 is smaller than repel distance, when point 7 moved to new location (blue), the distance between point 2 and point 7 became larger than repel distance, so P2 and P7 keep this location.

FIG. 2.

Mutual motion between points in a design domain, points repel each other and rebound from boundaries. The distance between point 2 and point 7 is smaller than repel distance, when point 7 moved to new location (blue), the distance between point 2 and point 7 became larger than repel distance, so P2 and P7 keep this location.

Close modal
When the points move with each other, a point is selected to search from, as shown in Fig. 3, starting from the starting point with the step length L and the search angle θ as parameters, search the points within the selection range to start the topology, formulas (1)(3) describe the relationship between the step size L and the angle θ. The coordinates of point 1 (x1, y1), starting from point 1 and going through L1 steps to find point 2, starting from point 2 and starting from point 2 and rotating θ2 counterclockwise to search for point 3 through L2 steps, starting from point 2 rotate θ3 counterclockwise to find point 4 through L3 steps, where the coordinates of point 2 (x2, y2), as well as the coordinates of point 3 (x3, y3) and the coordinates of point 4 (x4, y4), can be obtained by calculation
x2=x1+L1cosθ1,y2=y1+L1sinθ1,
(1)
x3=x2+L2cos(180θ1θ2),y3=y2+L2sin(180θ1θ2),
(2)
x4=x2+L3cos(θ3+θ1),y4=y2+L23sin(θ3+θ1).
(3)
The topology between the searched point groups is based on the concept of adjacent points. When a point set A is given in the design area, point a ∈ A, point b ∈ A, the distance between point b and point a is smaller than other points v, then point b is a point adjacent to point a, then the adjacent points V(b) of point b all satisfy
(vV)ba<max{vb,av}.
(4)
In the point-to-point topology process, a branch length is set as max distance between two points, and the closest points search from the area where the branch is generated. As shown in Fig. 4, there are 18 points, and in the red section area, the point 0 nearest adjacent point is point 1, and the distance between other points larger than points 0 and 1, so the branch linking a is the lines 0-1. In the same way, point 1 has 2 adjacent point 2, point 3, so the lines 1-2 and lines 1-3 are two branches passing through point 1. These adjacent points form the adjacent point set S(a), and the points adjacent to b in the set S(a) are in the set Ab = V ∪ {b},
S(a)={bS|aV(b)}.
(5)
The direction vector n of the branch structure generated by the points topology
n=aVbbaba.
(6)
The cross-sectional area A to the branch structure at different positions of the actual vein structure is also different. As shown in Fig. 5, when simulating the cross-sectional change of the leaf vein, the defined cross-sectional area Ai is determined by the radius Ri, the distance parameter Li, and the constant a: Ai=πRi2/Li. The cross-sectional radius of the structure has a range of values (Rmin, Rmax) from the generation point (0) to the new branch endpoints (1,2,3,4). The radius of the branch closer to the generation point (root) is larger, and the change of the section during the generation of the branch structure of the leaf vein is simulated by this variable section rule.
FIG. 3.

Points search process diagram.

FIG. 3.

Points search process diagram.

Close modal
FIG. 4.

Adjacent point relationship and branch topology connection: (a) there are four points can be connected with point 0 in section area (red) start from point 0, and line 0-1 is the shortest one to be chose, while line 0-2, line 0-3, and line 0-4 are longer than max distance, (b) from point 0 initiated 18 lines with 18 points.

FIG. 4.

Adjacent point relationship and branch topology connection: (a) there are four points can be connected with point 0 in section area (red) start from point 0, and line 0-1 is the shortest one to be chose, while line 0-2, line 0-3, and line 0-4 are longer than max distance, (b) from point 0 initiated 18 lines with 18 points.

Close modal
FIG. 5.

Variable cross section structure, the element cross section along a-b-c and a-b-d decreases gradually.

FIG. 5.

Variable cross section structure, the element cross section along a-b-c and a-b-d decreases gradually.

Close modal

When the branch structure of the topology shows that the small branches can be merged into a new branch as shown in Fig. 6, a new branch is generated according to the average fit line, thereby simplified the branch structure.

FIG. 6.

A complex branch structure transformed to a simplified branch structure.

FIG. 6.

A complex branch structure transformed to a simplified branch structure.

Close modal
While generating the leaf vein structure, it is necessary to generate a 2-level grid structure in the area enclosed by the main vein structure and the edge of the design area. The grid selected in this paper is the Voronoi grid, which can adapt to various shapes of design areas, and a more reasonable grid structure can be obtained through dynamic adjustment. Arlind18, et al. carried out the grid design of Voronoi-treemap based on the graphics treemap. Milos19 improved the traditional Voronoi mesh generation method by using the relaxation method and then used the genetic algorithm to optimize the structure and completed the free-form surface mesh generation design. Luyuan20 proposed a method based on the virtual spring method to uniformly distribute points to form an approximate Centroidal Voronoi tessellation (CVT) Voronoi graph and proposed a series of fractal methods based on hexagons to enhance structural performance. This paper combined the above methods to generate an adjustable Voronoi grid. When a set of initial points is given in the design area Ω: xii=1n, Xii=1,,n, and then the Voronoi structure in the region Ω is defined as
Vi=yΩyxi<yxj,j=1,,N,ji.
(7)
As shown in Fig. 7, two circles are generated with two initial points as the center of the circle. When the two circles are “extruded,” an intersection line (red line) is generated, and this intersection line becomes the Voronoi grid. There are two ways to achieve this process: one is to increase the radius of the circle to make the circles intersect, the second is to keep the radius unchanged, and the circles intersect to generate intersection lines by moving the points closer to each other (such as moving in the direction of the arrow). As shown in Fig. 8, increasing the density of the initial points in a limited area causes the circles to “squeeze” each other to produce intersections, which enclose the Voronoi grid cells.
FIG. 7.

Voronoi grid cell edges from intersections of circles.

FIG. 7.

Voronoi grid cell edges from intersections of circles.

Close modal
FIG. 8.

A Voronoi mesh by increasing the density of points and letting the circles “squeeze” each other to generate intersections.

FIG. 8.

A Voronoi mesh by increasing the density of points and letting the circles “squeeze” each other to generate intersections.

Close modal
The Voronoi elements generated by the initial point are not uniform, and there may be very small elements in each element, so these Voronoi grid structures are unstable and cannot be a good bearing structure. Therefore, the initial Voronoi grid elements need to be converted into a centroid Voronoi element, and then the centroid of Vi is
xi=viyρydyviρydyi=1,,n,
(8)
where ρ(y)(ρ > 0) is the density function in the region. When the centroid xi = xi, Vi is the centroid Voronoi structure, and the dragonfly wing veins are composed of a large number of centroid Voronoi structures, which are usually regular rhombus, pentagons, hexagons, etc., whose interior angles are generally between 45° and 120°, and are shown in Figs. 2 and 4. In Fig. 9, a Voronoi grid has a stable structure and reasonable distribution, and the boundary of the centroid Voronoi grid is basically perpendicular to the region boundary as shown, and so they can better meet the needs of structural design by using them as secondary grid structures.
FIG. 9.

Uniformly distributed Voronoi grid structure obtained by adjusting the initial points to coincide with the centroids.

FIG. 9.

Uniformly distributed Voronoi grid structure obtained by adjusting the initial points to coincide with the centroids.

Close modal

Through the above method, the simulation of the generation process of the leaf vein and leaf structure in Fig. 10 can be realized. Figure 10 is a process of generating vein branches for a long leaf shape, and a complete leaf shape can be obtained by taking the fulcrum of the new leaf vein as the boundary point of the leaf shape. Figure 10(a) is a 2-level grid structure generated at the same time in the area enclosed by the leaf vein and the leaf edge during the process of leaf vein generation. The red area of Fig. 10(b) is the process of converting the Voronoi mesh to the centroid Voronoi mesh. Figure 10(c) is the entire leaf-vein structure generated.

FIG. 10.

Secondary grid generation process, (a) is a leaf generation progress, the second Voronoi grid generated in the red closed region, (b) grid transformed to centroid Voronoi (c) generated leaf structure with centroid Voronoi in each region.

FIG. 10.

Secondary grid generation process, (a) is a leaf generation progress, the second Voronoi grid generated in the red closed region, (b) grid transformed to centroid Voronoi (c) generated leaf structure with centroid Voronoi in each region.

Close modal

By applying the above method of simulating leaf vein growth to the optimal design of the support structure of the loaded shell, a light-weight imitation leaf vein branch support structure can be topologically generated. The entire topology optimization method for simulating leaf vein structure is mainly divided into two steps. As shown in Fig. 11, the first step is to optimize the generation of the main vein structure. The main structure starts from point a and connects the first point b, and the distance between point b and point f is greater than the maximum. The connection distance D, so the second main structure topology selects point d and point c, connects the remaining points with this rule, and the final main structure divides the design area into five parts. In the second step, the Voronoi structure was generated and homogenized in the five parts of the main vein structure segmentation, respectively. The number of initial points is controlled by the input parameter n, the number of branches is controlled by the parameter b, the selection of adjacent points is controlled by the parameter D, the section optimization of the main vein structure is realized by the rod element radius R, and the distribution of the Voronoi grid is controlled by the parameter r. The entire optimization process takes the maximum displacement as the constraint, and the goal is to minimize the weight of the structure.

FIG. 11.

The algorithm model of topology optimization by simulating leaf vein structure by controlling five input parameters (genes).

FIG. 11.

The algorithm model of topology optimization by simulating leaf vein structure by controlling five input parameters (genes).

Close modal

As shown in Fig. 12, taking the stress of a single support rod element as an example, the left end is the constraint end, the right end is loaded with P, and there is only one section of the rod element that can be optimized. It is from right to left, and the initial point of the structure on the rod element also moves to the constraint end. The new rod element is very similar to the main vein of the leaf vein. The roots are thick, and the tips are thinner, which can resist external forces and reduce. The effect of self-weight on the structure.

FIG. 12.

Rod element simulates leaf vein structure for topology optimization, the load caused the rod to deform, and the points begin to gather toward the constrained position. The more points concentrated, the larger the radius of the cross section.

FIG. 12.

Rod element simulates leaf vein structure for topology optimization, the load caused the rod to deform, and the points begin to gather toward the constrained position. The more points concentrated, the larger the radius of the cross section.

Close modal

The structure optimization process of simulating leaf veins is shown in Fig. 13:

FIG. 13.

Flow chart of structural topology optimization design for simulating leaf vein growth.

FIG. 13.

Flow chart of structural topology optimization design for simulating leaf vein growth.

Close modal

(1) Determine the design area and generate initial structure points in the area.

(2) The structure deforms, the structure points move to the deformation area, and the above method is used to connect the structure points to generate the main support structure and optimize the unit.

(3) Generate a centroid Voronoi structure near the main structure

(4) Whether the structure obtained by finite element analysis meets the design requirements and continuously optimize the structure according to the design requirements combined with the GA (Genetic Algorithm).

Equation (9) describes the structural optimization problem simulating leaf vein generation,
minM=δlTAs.t.lσn=FσcaiσnσTaia0.
(9)
In the above equation, M is mass of the structure, δ is material density, l=[l1,l2,l3,,ln]T are the lengths of the rod element, a=[a1,a2,a3,,an]T are the element cross-sectional area, σn is axial stress, σc is compressive stress, and σT is tensile stress.
The biomimetic topology method above is used to establish the biomimetic support structure of the shell. Table I shows the basic parameters of the material. The size of the shell in Fig. 14 is 90 × 300 mm2, the thickness is 0.3 mm, the surface load of is 100 Pa, and the initial design points number n and distance rpoint satisfy inequality 10, where n is the number of structural points, rpoint is the radius of the region containing the structural points, and Sdomain is the design area (where n = 200),
nπrpoint2<Sdomain.
(10)
Figure 15 shows the generation and optimization process of the double-constrained column support structure. Figure 16 shows the final bionic support structure and rhombus grid structure, where the cross-sectional area radius of the bionic structure is Ri = 0.74–0.23 mm. As shown in Fig. 17, c is the first-order buckling coefficient of the bionic structure is λ1 = 84.82, d is the second-order buckling coefficient of the bionic structure is λ2 = 105.58, a is the first-order buckling coefficient of the rhombus mesh structure is λ1 = 79.72, and b is the rhombus mesh. The second order of the lattice structure is λ2 = 102.08. Compared with the rhombus lattice structure, the weight of the bionic structure is reduced by 21.9%, the buckling load is increased by 6.4%, and the maximum deformation position is changed from the middle area of the structure to the edge position.
TABLE I.

Material parameters.

Material parameters
E1 (N/mm2134 000 
E2 = E3 (N/mm27 900 
ν12 = ν13 0.33 
G12 = G13 (N/mm24 620 
G23 (N/mm23 200 
Material parameters
E1 (N/mm2134 000 
E2 = E3 (N/mm27 900 
ν12 = ν13 0.33 
G12 = G13 (N/mm24 620 
G23 (N/mm23 200 
FIG. 14.

Double restraint, surface load loading.

FIG. 14.

Double restraint, surface load loading.

Close modal
FIG. 15.

Topological iteration process under double constraints.

FIG. 15.

Topological iteration process under double constraints.

Close modal
FIG. 16.

(a) Double-constrained rhombus mesh structure and (b) imitation vein support structure.

FIG. 16.

(a) Double-constrained rhombus mesh structure and (b) imitation vein support structure.

Close modal
FIG. 17.

(a) First-order buckling deformation of rhombus mesh structure, (b) second-order buckling deformation of rhombus mesh structure, (c) first-order buckling deformation of bionic support structure, and (d) second-order buckling deformation of bionic support structure.

FIG. 17.

(a) First-order buckling deformation of rhombus mesh structure, (b) second-order buckling deformation of rhombus mesh structure, (c) first-order buckling deformation of bionic support structure, and (d) second-order buckling deformation of bionic support structure.

Close modal

The size of the shell in Fig. 18 is 90 × 300 mm2, the thickness is 0.3 mm, one end is constrained, a surface load of 100 Pa is applied, and the number of initial point groups n = 230. Figure 19 shows the optimization process of generating the double-constrained main support structure. Figure 20 shows the final bionic support structure and rhombus grid structure, where the cross-sectional area radius of the bionic structure is Ri = 0.8–0.25 mm. As shown in Fig. 21, a is the first-order buckling coefficient of the rhombus grid structure (λ1 = 20.66), b is the second-order buckling coefficient of the rhombus grid structure (λ2 = 23.34), c is the first-order buckling coefficient of the bionic structure (λ1 = 24.12), and d is the second order of the bionic structure is λ2 = 28.28. Compared with the rhombus grid structure, the weight of the bionic structure is only increased by 8%, while the buckling load is increased by 16.7%, and the maximum deformation area tends to move to the edge.

FIG. 18.

One edge restraint, surface load loading.

FIG. 18.

One edge restraint, surface load loading.

Close modal
FIG. 19.

Topological iteration process under single constraint.

FIG. 19.

Topological iteration process under single constraint.

Close modal
FIG. 20.

(a) Single-constrained rhombus mesh structure and (b) imitation vein support structure.

FIG. 20.

(a) Single-constrained rhombus mesh structure and (b) imitation vein support structure.

Close modal
FIG. 21.

(a) First-order buckling deformation of the rhombus mesh structure, (b) second-order buckling deformation of the rhombus mesh structure, (c) first-order buckling deformation of the bionic support structure, and (d) second-order buckling deformation of bionic support structure.

FIG. 21.

(a) First-order buckling deformation of the rhombus mesh structure, (b) second-order buckling deformation of the rhombus mesh structure, (c) first-order buckling deformation of the bionic support structure, and (d) second-order buckling deformation of bionic support structure.

Close modal

The surface shell in Fig. 22 is 94.38 × 300 mm2, 0.3 mm thick, constrained at one end, 200 Pa surface load is applied, the initial number of point groups n = 2230, while the point group changes, the growth process of simulated leaf veins gradually forms fractals on the surface. The process of the biomimetic support structure is shown in Fig. 23, during which the control of the orientation of the topology is added.

FIG. 22.

Surface shell loading.

FIG. 22.

Surface shell loading.

Close modal
FIG. 23.

Curved shell simulates the process of generating support structure for leaf veins.

FIG. 23.

Curved shell simulates the process of generating support structure for leaf veins.

Close modal

Figure 24 shows the final rhombus grid structure and bionic support structure, where the cross-sectional area radius of the bionic structure Ri = 0.8–2.6 mm. As shown in Fig. 25, (a) is the first-order buckling coefficient λ1 = 17.07 of the simulated leaf vein generating structure, (b) is the second-order buckling coefficient of the simulated leaf vein generating structure (λ2 = 26.33), (c) is the first-order buckling coefficient (λ1 = 12.59) of the rhombus grid structure, (d) is the second order of the rhombus grid structure (λ2 = 26.18). Compared with the rhombus grid structure, the weight of the bionic structure is reduced by 1.6%, and the buckling load is increased by 35.6%, but the deformation area does not change significantly. Table II shows the comparison between the support structure and the rhombus grid structure of the simulated leaf vein generation in the above three examples.

FIG. 24.

(a) Rhombus mesh structure on the surface shell and (b) simulated support structure for vein generation.

FIG. 24.

(a) Rhombus mesh structure on the surface shell and (b) simulated support structure for vein generation.

Close modal
FIG. 25.

(a) First-order buckling deformation of the rhombus mesh structure, (b) second-order buckling deformation of the rhombus mesh structure, (c) first-order buckling deformation of the bionic support structure, and (d) second-order buckling deformation of the bionic support structure.

FIG. 25.

(a) First-order buckling deformation of the rhombus mesh structure, (b) second-order buckling deformation of the rhombus mesh structure, (c) first-order buckling deformation of the bionic support structure, and (d) second-order buckling deformation of the bionic support structure.

Close modal
TABLE II.

Structure comparison.

Double constraintSingle constraintSurface single constraint
 Rhombus Bionic Rhombus Bionic Rhombus Bionic 
Weight (g) 20.67 16.14 20.67 20.85 31.9 31.4 
λ1 79.72 84.82 20.66 24.12 12.59 17.07 
λ2 102.08 105.58 23.34 28.28 26.18 26.33 
Double constraintSingle constraintSurface single constraint
 Rhombus Bionic Rhombus Bionic Rhombus Bionic 
Weight (g) 20.67 16.14 20.67 20.85 31.9 31.4 
λ1 79.72 84.82 20.66 24.12 12.59 17.07 
λ2 102.08 105.58 23.34 28.28 26.18 26.33 

The crystalline silicon solar cell module used as the skin of the solar drone is very thin and light. When the wing undergoes large torsional deformation, the stress generated in the area covered by the panel causes the destruction of the panel, and this damage directly reduced the cell efficiency. Therefore, it is necessary to optimize the design of a lightweight battery panel support structure, which can not only improve the overall support effect of the battery panel but also provide sufficient support for local areas. The curved surface in Fig. 26 is a 152 × 1030 mm2 solar battery pack skin with a thickness of 0.3 mm, with unilateral constraints and a 34 Pa surface load applied to simulate the deformation of the battery pack when the wing is deformed.

FIG. 26.

Constraints and loading of solar cell skins.

FIG. 26.

Constraints and loading of solar cell skins.

Close modal

As shown in Fig. 27, using the method of this paper, the initial input of the initial number of point groups n = 4800, the number of branches b is 20, the maximum connection distance D, 50 < D < 100 mm, D = 75 mm, the point group repelling radius r = 12.5 mm, and r = Si/ni, where Si is the area of the divided area, ni is the number of points in the divided area, and the rod element radius R, which ranges from 1.5 mm < R < 20 mm, and the maximum deformation of the structure is the constraint condition and the minimum optimizes the design structure with the goal of reducing weight and stress. The change process of the structure points is shown in Fig. 28. The point group changes continuously in the iterative process, and finally the main support structure is generated by the above method; the Voronoi secondary structure is generated near the support structure.

FIG. 27.

The solar cell stack support structure with five design input parameters, one constraint, and two optimization objectives.

FIG. 27.

The solar cell stack support structure with five design input parameters, one constraint, and two optimization objectives.

Close modal
FIG. 28.

The main support structure and the Voronoi mesh structure through the change and movement of the point group, (a) design domain and moving points, (b) connected branch, (c) simplified branch, and (d) added Voronoi grid.

FIG. 28.

The main support structure and the Voronoi mesh structure through the change and movement of the point group, (a) design domain and moving points, (b) connected branch, (c) simplified branch, and (d) added Voronoi grid.

Close modal

Figure 29 is the distribution diagram of the optimization results. The maximum deformation of the 5000 optimization results are all within the constraints. The weight of the first 10% of the structure is between 200 and 300 g, the weight of the optimal structure 2 is 220.7 g, and the maximum with a displacement of 42.7 mm; structure 1 is one of the top 10% results for weight minimization. As the structural branches increase, the weight also increases, although the deformation of the structures is also reduced at this time, but these structures are not in the top 10% of the optimal. The final selected optimization results are shown in Fig. 30.

FIG. 29.

Structure generated in every ten generations.

FIG. 29.

Structure generated in every ten generations.

Close modal
FIG. 30.

The rigid–flexible coupling structure of leaf veins composed of the main vein structure and Voronoi structure.

FIG. 30.

The rigid–flexible coupling structure of leaf veins composed of the main vein structure and Voronoi structure.

Close modal

Figure 30 shows the distribution of optimization results, and the maximum deformations of 5000 optimization results are all within the constraints, among which the weight of the first 10% of the structures is between 200 and 300 g, the weight of the optimal structure 2 is 220.7 g, and the maximum displacement is 42.7 g mm; structure 1 is one of the top 10% results for weight minimization. As the structural branches increase, the weight also increases, although the deformation of the structures is also reduced at this time, but these structures are not in the top 10% of the optimal.

As shown in Fig. 31, the weight of the imitation vein structure is only 3.25% higher than that of the rhombus grid structure, but the maximum deformation of the imitation vein structure is only about 1/3 of that of the rhombus grid structure, and the maximum stress of the imitation vein structure is compared with the rhombus, the maximum stress is reduced by nearly 50%. More importantly, the stress area is transferred from the middle area to the edge area of the structure, avoiding the main area of the battery, so that the impact of stress on the battery pack can be minimized.

FIG. 31.

The simulated leaf vein structure and the stress analysis of the rhombus grid structure, (a) deformation of the imitation vein structure, (b) deformation of the rhombus grid structure, (c) stress of the imitation vein structure, and (d) stress of the rhombus grid structure.

FIG. 31.

The simulated leaf vein structure and the stress analysis of the rhombus grid structure, (a) deformation of the imitation vein structure, (b) deformation of the rhombus grid structure, (c) stress of the imitation vein structure, and (d) stress of the rhombus grid structure.

Close modal

As shown in Fig. 32, the first-order buckling load of the imitation vein support structure is increased by 11%, and the second order of the imitation vein support structure is increased by 2.6%. The position of the buckling deformation is shifted from the overall torsion to the edge area near the root. At this time, the structure is buckling deformation. The impact on the battery pack is changed from the main area of the battery pack to the edge area of the battery pack, which has exceeded the effective area of the battery pack, so this change in the buckling position can maximize the protection of the battery pack.

FIG. 32.

Simulated buckling deformation of the leaf vein growth support structure and rhombus mesh structure: (a) imitated leaf vein structure one buckling λ1 = 6.64, (b) imitated leaf vein structure two buckling λ2 = 7.8, (c) rhombus mesh structure one buckling λ1 = 5.9, and (d) rhombus mesh structure second-order buckling λ2 = 7.6.

FIG. 32.

Simulated buckling deformation of the leaf vein growth support structure and rhombus mesh structure: (a) imitated leaf vein structure one buckling λ1 = 6.64, (b) imitated leaf vein structure two buckling λ2 = 7.8, (c) rhombus mesh structure one buckling λ1 = 5.9, and (d) rhombus mesh structure second-order buckling λ2 = 7.6.

Close modal

The method proposed in this paper can generate efficient support structure layouts to suit various design goals. The simulated branch structure has a hierarchical nature. The high-level branches (i.e., the main vein structure) bear most of the load, and the secondary branches (2-level grid structure) can increase the stability of the local area. This structure can reduce the stress concentration area, and the central area of the structure is shifted to the edges. The branch structure generated by this method has flexibility and derivation, and the design process can be flexibly changed with the change of design goals, which is more practical for diversified product designs. The support structure generated by the method proposed in this paper has a clear generation path, which can be well suited for additive manufacturing, thus reducing the effort and cost in the product development process.

In this paper, a curved support structure is created by simulating the leaf vein generation process, which provides an optimal design method for the creation of a bionic structure that can simulate the growth of the leaf vein structure in the entire design area. A new biomimetic fractal structure is explored and created, which improves structural efficiency relative to traditional grid structures. The design process of this method is a growth process, so the resulting structures can be better combined with additive manufacturing methods to create complex biomimetic structures. This design method can realize the optimal design of the structure by controlling a small number of parameters and can move the stress area of the solar cell group from the middle to the edge area so that the cell group avoids the main stress area, which reduces the stress on the cell. The buckling results show that the buckling mainly occurs in the local area of the edge, and the damage of the structure avoids the battery pack area. This imitation leaf vein structure can greatly improve the protection effect of the structure on the battery pack. The simulation of biological growth is a very complex task. In the future, the relationship between the typical distribution of leaf veins and its mechanical adaptability is studied in depth, so as to seek a more general mathematical model to simplify the optimization process and use the mathematical parameter method to establish a more stable and a highly versatile design optimization model.

This research was supported by the Key R&D Projects in Shaanxi Province (Grant No. S2021-YF-YBGY-1244).

The authors have no conflicts to disclose.

Xin Dong: Conceptualization (equal). Leijiang Yao: Conceptualization (equal). Hongjun Liu: Conceptualization (equal). You Ding: Conceptualization (equal).

The data that support the findings of this study are available from the corresponding author upon reasonable request.

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