CN111859671A - A Shape Preserving Topology Optimization Method Considering Dangling Feature Constraints - Google Patents
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Abstract
本发明公开了一种考虑悬垂特征约束的保外形拓扑优化方法,将模型体素化网格划分,以体素单元集合为基准构建可保持结构外表面形貌不变的保形单元;其次面向增材制造悬垂特征工艺约束要求,计算保形单元所处悬垂角度与水平距离,并定义保形单元悬垂函数,将保形单元按悬垂函数值由小到大排序;对保形单元施加模拟增加、减小操作的悬垂特征约束,以确保在拓扑优化过程中不会产生新的悬垂结构;迭代过程中,依据排序顺序对保形单元执行增加、减小操作。本方法可以在保持结构外层形貌不变的情况下,减少结构内层不符合增材制造自支撑要求的悬垂结构,提高拓扑优化设计结构的可打印性。
The invention discloses a shape-preserving topology optimization method considering overhang feature constraints. The model is divided into voxelized grids, and the voxel unit set is used as a benchmark to construct a shape-preserving unit that can keep the outer surface topography of the structure unchanged; Additive manufacturing overhang feature process constraint requirements, calculate the overhang angle and horizontal distance of the conformal unit, define the conformal unit overhang function, and sort the conformal units according to the value of the overhang function from small to large; apply a simulation increase to the conformal unit , Reduce the overhang feature constraint of the operation to ensure that no new overhang structure is generated during the topology optimization process; in the iterative process, the increase and decrease operations are performed on the conformal elements according to the sorting order. The method can reduce the overhanging structure of the inner layer of the structure that does not meet the self-supporting requirements of additive manufacturing under the condition of keeping the topography of the outer layer of the structure unchanged, and improve the printability of the topology optimized design structure.
Description
技术领域technical field
本发明属于面向增材制造的结构优化设计技术领域,具体涉及一种考虑悬垂特征约束的保外形拓扑优化方法。The invention belongs to the technical field of structural optimization design oriented to additive manufacturing, and particularly relates to a shape-preserving topology optimization method considering overhang feature constraints.
背景技术Background technique
增材制造(Additive Manufacturing,AM)技术近年来广为关注,发展迅速。与传统的切削加工制造不同,增材制造采用逐层添加材料、累积成型的方式完成零件的快速制造,很大程度上消除了零件的几何复杂性对模型制造的影响。尽管如此,增材制造工艺本身仍对零件的优化设计存在一定的工艺制约。当三维零件模型存在悬垂区域时,由于其下层为悬空区域,难以提供足够的支撑力和热传递路径,使得结构容易产生塌陷或翘曲。添加支撑结构虽然能够在一定程度上解决此类问题,但过多的支撑结构意味着额外的材料损失、成形时长和后处理工作的增加,还可能影响零件的内应力分布。因此,结构优化设计过程中,必须考虑如何减少优化结构的悬垂区域,降低支撑结构的使用量。此外,在一些工程应用中,为应对不同的工况条件,需要保证结构外部形貌与其外部尺寸不变,以契合其需要的工作场景。如何能够在保持结构外部形貌的前提下,优化悬垂结构,显得格外重要。Additive Manufacturing (AM) technology has attracted a lot of attention in recent years and has developed rapidly. Different from traditional cutting manufacturing, additive manufacturing uses layer-by-layer material addition and cumulative molding to complete the rapid manufacturing of parts, which largely eliminates the impact of the geometric complexity of the parts on model manufacturing. Nevertheless, the additive manufacturing process itself still has certain process constraints on the optimal design of parts. When there is an overhang area in the 3D part model, it is difficult to provide sufficient support force and heat transfer path because the lower layer is an overhang area, which makes the structure prone to collapse or warp. Although adding support structures can solve such problems to a certain extent, too much support structure means additional material loss, increased forming time and post-processing work, and may also affect the internal stress distribution of the part. Therefore, in the process of structural optimization design, it is necessary to consider how to reduce the overhang area of the optimized structure and reduce the usage of the supporting structure. In addition, in some engineering applications, in order to cope with different working conditions, it is necessary to ensure that the external appearance of the structure and its external dimensions remain unchanged, so as to fit the required working scene. How to optimize the overhang structure on the premise of maintaining the external appearance of the structure is particularly important.
发明内容SUMMARY OF THE INVENTION
本发明提供一种考虑悬垂特征约束的保外形拓扑优化方法,目的是减少结构内层不符合增材制造自支撑要求的悬垂结构,提高拓扑优化设计结构的可打印性。The invention provides a shape-preserving topology optimization method considering overhang feature constraints, and aims to reduce overhang structures whose inner layers of the structure do not meet the self-supporting requirements of additive manufacturing, and improve the printability of the topology optimization design structure.
为实现上述目的,本发明采用以下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种考虑悬垂特征约束的保外形拓扑优化方法,包括以下步骤:A shape-preserving topology optimization method considering dangling feature constraints, including the following steps:
S1、将结构模型进行体素化网格划分,每个体素单元都有其对应的空间坐标;S1. The structural model is divided into voxelized grids, and each voxel unit has its corresponding spatial coordinates;
S2、以体素单元集合为基准,构建能够约束结构模型外表面的保形单元,每个保形单元包括结构模型的外表面单元、内部单元与内表面单元;S2. Based on the voxel unit set, construct a conformal unit capable of constraining the outer surface of the structural model, and each conformal unit includes an exterior surface unit, an interior unit and an interior surface unit of the structural model;
S3、定义控制保形单元的两种变化方式:保形单元增加操作、保形单元减小操作;S3. Define two variations of controlling the conformal unit: the increase operation of the conformal unit and the decrease of the conformal unit;
S4、定义保形单元悬垂函数,计算每个保形单元的悬垂函数值P,并将保形单元按悬垂函数值从小到大排序;S4, define the drape function of the conformal unit, calculate the drape function value P of each conformal unit, and sort the conformal units according to the drape function value from small to large;
S5、设定最小自支撑角度β;求取保形单元虚增加角度βao、保形单元虚减小角度βdo;设定悬垂角度约束,使在迭代过程中不会产生新的悬垂角度βo小于最小支撑角β的结构;S5. Set the minimum self-supporting angle β; obtain the virtual increase angle β ao of the conformal element and the virtual decrease angle β do of the conformal element; set the overhang angle constraint so that no new overhang angle β o is generated during the iteration process Structures smaller than the minimum support angle β;
S6、设定迭代变化率l,确定迭代变化数S,依据迭代变化数对步骤S4得出的排序队列应用步骤S3的保形单元变化方法,对保形单元执行增加或减少操作;在当前步骤施加步骤S5中设定的悬垂角度约束,不对被约束的保形单元执行增加操作与减小操作;S6, set the
S7、对全部保形单元虚增加、虚减小角度约束重置,并在下次迭代中重新判定;S7, reset the virtual increase and virtual decrease angle constraints for all conformal units, and re-determine in the next iteration;
S8、迭代循环步骤S4至步骤S7,直到结构内表面全部悬垂结构角度βo≥β时,迭代终止。S8. Iteratively loops steps S4 to S7 until all the overhanging structure angles β o ≥ β on the inner surface of the structure, the iteration is terminated.
为优化上述技术方案,采取的具体措施还包括:In order to optimize the above technical solutions, the specific measures taken also include:
进一步地,步骤S3中保形单元增加操作为:在保形单元的内表面一侧,由结构模型外表面至内表面方向增加一个体素单元;保形单元减小操作为:在保形单元的内表面一侧,由结构模型内表面至外表面方向删减一个体素单元。Further, in step S3, the increase operation of the conformal unit is: on the inner surface side of the conformal unit, add a voxel unit from the outer surface of the structural model to the inner surface direction; the decrease operation of the conformal unit is: on the conformal unit On the inner surface side of the structure model, one voxel unit is deleted from the inner surface of the structural model to the outer surface.
进一步地,步骤S4中定义的保形单元悬垂函数如式(1)所示,式(1)如下:Further, the shape-preserving element drape function defined in step S4 is shown in formula (1), and formula (1) is as follows:
式中,q是排序系数为自定义系数,βo为悬垂结构角度,h为悬垂结构水平方向距离,p是保形单元的悬垂函数值。In the formula, q is the self-defined coefficient of sorting coefficient, β o is the angle of the overhanging structure, h is the horizontal distance of the overhanging structure, and p is the overhang function value of the conformal element.
进一步地,在x、z平面中,悬垂结构角度βo求取方式如下:Further, in the x and z planes, the overhanging structure angle β o is calculated as follows:
1)在保形单元内表面单元体,坐标为(x,z)处做半径为q的悬垂滤波圈;1) On the inner surface unit of the conformal unit, the coordinates are (x, z) to make a pendant filter circle with a radius of q;
2)遍历滤波圈内体素单元,找到距离圆心单元体坐标为(x,z),Z轴负方向距离最大的内表面单元体,坐标为(r,t);2) Traverse the voxel units in the filter circle, and find the inner surface unit body whose coordinates are (x, z) from the center of the circle and the largest distance in the negative direction of the Z axis, and the coordinates are (r, t);
3)依式(2)求得悬垂角度βo,式(2)如下,x、z、r、t为体素单元坐标。3) Obtain the overhang angle β o according to the formula (2), the formula (2) is as follows, and x, z, r, and t are the coordinates of the voxel unit.
进一步地,在x、z平面中,水平方向距离h求取方式如下:Further, in the x and z planes, the horizontal distance h is calculated as follows:
1)求取全部保形单元所处悬垂结构的悬垂角度βo后,将βo≥β的保形单元标记为自支撑单元;1) After obtaining the overhang angle β o of the overhanging structure where all the conformal units are located, mark the conformal units with β o ≥ β as self-supporting units;
2)以保形单元内表面单元体,坐标为(x,z)为起点沿z轴负方向遍历直到z=0,每遍历到新的一行时,向X轴悬垂方向遍历;当遍历到第一个自支撑单元体时取自支撑单元体,坐标记为(a,c),结束遍历;若未遍历到自支撑单元体则取x方向距中心单元体最远的单元体,坐标记为(a,c);2) Take the inner surface unit body of the conformal unit, and the coordinates are (x, z) as the starting point to traverse along the negative direction of the z-axis until z=0. Every time a new line is traversed, it is traversed in the hanging direction of the X-axis; When a self-supporting unit is taken from the supporting unit, the coordinates are marked (a, c), and the traversal is ended; if the self-supporting unit is not traversed, the unit that is farthest from the center unit in the x direction is taken, and the coordinates are marked as (a, c);
3)依式(3)求取水平方向距离h,式(3)如下,dx为每个体素单元棱长,x、a为体素单元坐标。3) Calculate the distance h in the horizontal direction according to formula (3), formula (3) is as follows, dx is the edge length of each voxel unit, and x and a are the coordinates of the voxel unit.
h=|x-a|×dx (3)h=|x-a|×dx (3)
进一步地,步骤S5中,设定的悬垂角度约束为:当βao小于最小支撑角度β时,在当前迭代步,不对此保形单元执行增加操作;当βdo小于最小支撑角度β时,在当前迭代步,不对此保形单元执行减小操作。Further, in step S5, the set overhang angle constraint is: when β ao is less than the minimum support angle β, in the current iteration step, no increase operation is performed on this conformal unit; when β do is less than the minimum support angle β, in the For the current iteration, no reduction operation is performed for this conformal element.
进一步地,在x、z平面中保形单元虚增加角度βao、保形单元虚减小角度βdo求取方法如下:Further, in the x, z plane, the virtual increase angle β ao of the conformal element and the virtual decrease angle β do of the conformal element are calculated as follows:
1)依照求取悬垂结构角度βo求取方式来求取保形单元虚增加角度βao;1) Obtain the virtual increase angle β ao of the conformal element according to the method for obtaining the overhang structure angle β o ;
2)a.在当前保形单元模拟执行减小操作后的内表面单元,即坐标为(x,z)处的单元体为圆心,做半径为q的悬垂滤波圈;2) a. Simulate the inner surface unit after the reduction operation is performed in the current conformal unit, that is, the unit body at the coordinates (x, z) is the center of the circle, and a suspension filter circle with a radius of q is used;
b.遍历滤波圈内体素单元,找到距离圆心单元体在Z轴正方向距离最大的内表面单元体,坐标为(r,t);b. Traverse the voxel units in the filter circle to find the inner surface unit body with the largest distance from the center unit body in the positive direction of the Z axis, and the coordinates are (r, t);
c.依式(2)求得悬垂角度βdo,x、z、r、t为体素单元坐标。c. Obtain the overhang angle β do according to formula (2), where x, z, r, and t are the coordinates of the voxel unit.
进一步地,步骤S6具体为,将步骤S5得到的悬垂函数值较小的保形单元视为处于大悬垂结构中,进行去除;将悬垂函数值较大的保形单元视为处于小的悬垂结构中,进行填补;将由小至大排序的队列中,p=1除外的第0至S的保形单元执行保形单元减小操作;对队列中第(A-S)至A的保形单元执行保形单元增加操作,A为保形单元总数。Further, step S6 is specifically as follows: the conformal unit with a smaller overhang function value obtained in step S5 is regarded as being in a large overhang structure and removed; the conformal unit with a larger overhang function value is regarded as being in a small overhang structure. , perform padding; perform the conformal unit reduction operation on the
进一步地,迭代变化数S=l×A。Further, the number of iterative changes S=l×A.
本发明的有益效果是:1.本发明定义了保形单元,在优化的过程中可以保证结构外表面形貌不发生改变;The beneficial effects of the present invention are: 1. The present invention defines a conformal unit, which can ensure that the topography of the outer surface of the structure does not change during the optimization process;
2.本发明定义的悬垂函数可将悬垂结构大小量化表示,参数求取方法适用于基于体素单元划分的结构模型。2. The overhang function defined in the present invention can quantify the size of the overhang structure, and the parameter calculation method is suitable for the structure model based on the division of voxel units.
3.本发明设定了悬垂函数与模拟增加、减小操作的悬垂约束,两种思想相结合可以确保在生成自支撑结构、减少悬垂结构的过程中不产生新的悬垂结构,更好的对结构内表面进行优化。3. The present invention sets the drape function and the drape constraint for simulating the increase and decrease operations. The combination of the two ideas can ensure that no new drape structure is generated in the process of generating the self-supporting structure and reducing the drape structure. The inner surface of the structure is optimized.
附图说明Description of drawings
图1、本发明的结构模型体素化网格划分示意图。Fig. 1 is a schematic diagram of the voxelized mesh division of the structure model of the present invention.
图2、本发明的六个方向保形单元示意图。Fig. 2 is a schematic diagram of the six-direction conformal unit of the present invention.
图3、本发明的同一保形单元增、减操作示意图,其中(a)是初始保形单元;(b)是执行减小操作后的保形单元;(c)是执行增加操作后的保形单元。Fig. 3 is a schematic diagram of increasing and decreasing operations of the same conformal unit of the present invention, wherein (a) is the initial conformal unit; (b) is the conformal unit after performing the decreasing operation; (c) is the preserving unit after performing the increasing operation shape unit.
图4、本发明的悬垂函数排序示意图。Fig. 4 is a schematic diagram of the ordering of the drape function of the present invention.
图5、本发明的某悬垂结构下悬垂函数中相关系数求取方法示意图。FIG. 5 is a schematic diagram of a method for obtaining a correlation coefficient in a suspension function under a certain suspension structure of the present invention.
图6、本发明的悬垂虚增加角度求取方法示意图。FIG. 6 is a schematic diagram of the method for obtaining the virtual increase angle of the overhang according to the present invention.
图7、本发明的悬垂虚减小角度求取方法示意图。FIG. 7 is a schematic diagram of the method for obtaining the drape virtual reduction angle of the present invention.
图8a、本发明的初始结构模型半透明图。Figure 8a, a semi-transparent view of the initial structural model of the present invention.
图8b、本发明的优化后的结构模型半透明图。Fig. 8b is a semi-transparent view of the optimized structural model of the present invention.
图8c、本发明的初始构模型截面图。Figure 8c, a cross-sectional view of the initial construction model of the present invention.
图8d、本发明的优化后的结构截面图。Fig. 8d is a cross-sectional view of the optimized structure of the present invention.
具体实施方式Detailed ways
现在结合附图对本发明作进一步详细的说明。The present invention will now be described in further detail with reference to the accompanying drawings.
本发明提供了一种考虑悬垂特征约束的保外形拓扑优化方法,包括以下步骤:The invention provides a shape-preserving topology optimization method considering overhang feature constraints, comprising the following steps:
S1、如图1所示,将结构模型进行体素化网格划分,每个体素单元都有其对应的空间坐标(x,y,z);S1. As shown in Figure 1, the structural model is divided into voxelized grids, and each voxel unit has its corresponding spatial coordinates (x, y, z);
S2、如图2所示,以体素单元集合为基准,构建能够约束结构模型外表面的六个方向的保形单元(以下称为保形单元),每个保形单元包括结构模型的外表面单元、内部单元与内表面单元;六个方向分别为沿x、y、z轴的正、负方向,其中方向1、2保形单元平行于z轴,方向3、4保形单元平行于y轴,方向5、6保形单元平行于x轴,保形单元用B表示。图2中黑色单元为结构模型外表面单元,不对其做任何改变;白色单元为结构模型内部单元;灰色单元为结构模型内表面单元,保形单元总数为A。S2. As shown in Figure 2, using the voxel unit set as a benchmark, construct conformal units (hereinafter referred to as conformal units) that can constrain the outer surface of the structural model in six directions, each conformal unit includes the outer surface of the structural model. Surface unit, interior unit and interior surface unit; the six directions are the positive and negative directions along the x, y, and z axes, respectively, where the conformal units in
S3、如图3所示,黑色单元为结构外表面单元;白色单元为结构内部单元;灰色单元为结构内表面单元;定义控制保形单元的两种变化方式:保形单元增加操作、保形单元减小操作;S3. As shown in Figure 3, the black unit is the outer surface unit of the structure; the white unit is the inner unit of the structure; the gray unit is the inner surface unit of the structure; define two variations of controlling the conformal unit: adding operations to conformal units, conformal units unit reduction operation;
(1)保形单元减小操作:在保形单元的内表面一侧,由模型内表面至外表面方向删减一个体素单元,如图3(b)所示。(1) Conformal unit reduction operation: On the inner surface side of the conformal unit, delete one voxel unit from the inner surface of the model to the outer surface, as shown in Figure 3(b).
(2)保形单元增加操作:在保形单元的内表面一侧,由模型外表面至内表面方向增加一个体素单元,如图3(c)所示。(2) Conformal unit addition operation: On the inner surface side of the conformal unit, add a voxel unit from the outer surface of the model to the inner surface, as shown in Figure 3(c).
S4、定义保形单元悬垂函数(式1),计算每个保形单元的悬垂函数值P,并将保形单元按悬垂函数值从小到大排序。S4. Define the drape function of the conformal unit (Equation 1), calculate the drape function value P of each conformal unit, and sort the conformal units according to the drape function value from small to large.
其中q是排序系数为自定义系数,βo为悬垂结构角度,h为悬垂结构水平距离,计算每个保形单元悬垂函数值p,并将p赋予给对应保形单元,依据悬垂函数值p将保形单元排序。排序函数式如下:where q is the sorting coefficient and is a custom coefficient, β o is the angle of the overhang structure, h is the horizontal distance of the overhang structure, calculate the overhang function value p of each conformal unit, and assign p to the corresponding conformal unit, according to the overhang function value p Sort conformal cells. The sorting function is as follows:
图4为悬垂函数图像,图中仅画出部分角度下的悬垂函数,同一悬垂角度βo,水平距离h越大,悬垂函数值p越小;同一水平距离h,悬垂角度βo越小,悬垂函数值p越小;q影响悬垂函数的斜率,初始q设置的越大悬垂函数值下降的越快。Fig. 4 is an image of the drape function, in which only the drape function at some angles is drawn. For the same drape angle β o , the larger the horizontal distance h, the smaller the drape function value p; the same horizontal distance h, the smaller the drape angle β o , The smaller the drape function value p;
如图5某悬垂结构以x、z平面为例,其中黑色单元体为结构外表面单元体,灰色体素单元集合为拟优化的保形单元:As shown in Figure 5, an overhanging structure is taken as an example on the x and z planes, in which the black unit is the outer surface unit of the structure, and the gray voxel unit set is the conformal unit to be optimized:
(1)悬垂结构角度βo求取方式如下:(1) The calculation method of the overhanging structure angle β o is as follows:
a.在保形单元内表面单元体(坐标为(x,z))处做半径为q的悬垂滤波圈。a. Make a pendant filter circle with radius q at the inner surface unit body of the conformal unit (coordinates are (x, z)).
b.遍历滤波圈内体素单元找到距离圆心单元体(坐标为(x,z))Z轴负方向距离最大的内表面单元体(斜线填充单元体)(坐标为(r,t))。b. Traverse the voxel units in the filter circle to find the inner surface unit body (the oblique line fills the unit body) with the largest distance from the center unit body (coordinates are (x, z)) in the negative direction of the Z axis (coordinates are (r, t)) .
c.依式(2)求得悬垂角度βo,x、z、r、t为体素单元坐标。c. Obtain the overhang angle β o according to formula (2), and x, z, r, and t are the coordinates of the voxel unit.
(2)水平垂直距离h求取方式如下:(2) The horizontal and vertical distance h is calculated as follows:
a.求取全部保形单元所处悬垂结构的悬垂角度βo后,将βo≥β的保形单元标记为自支撑单元。a. After obtaining the overhang angle β o of the overhanging structure where all conformal units are located, mark the conformal units with β o ≥ β as self-supporting units.
b.以保形单元内表面单元体(坐标为(x,z))为起点沿Z轴负方向遍历直到Z=0,每遍历到新的一行时,向X轴悬垂方向遍历,当遍历到第一个自支撑单元体时取自支撑单元体(图5中竖线填充单元体坐标为(a,c))结束遍历;若未遍历到自支撑单元体则取x方向距中心单元体(坐标为(x,z))最远的单元,坐标记为(a,b)。b. Take the inner surface unit body of the conformal unit (coordinates are (x, z)) as the starting point and traverse along the negative direction of the Z-axis until Z=0. When traversing a new line, traverse in the hanging direction of the X-axis. When the first self-supporting unit body is taken from the self-supporting unit body (the coordinates of the vertical line filling unit body in Figure 5 are (a, c)), the traversal ends; if the self-supporting unit body is not traversed, the distance from the center unit body in the x direction is taken ( The farthest cell with coordinates (x, z)) has coordinates (a, b).
c.依式(3)求取水平垂直距离h,dx为每个体素单元棱长,x、a为体素单元坐标。c. Calculate the horizontal and vertical distance h according to formula (3), dx is the edge length of each voxel unit, and x and a are the coordinates of the voxel unit.
h=|x-a|×dx (3)h=|x-a|×dx (3)
S5、设定最小自支撑角度β,即认为悬垂角度大于或等于β时属于自支撑结构不需进行优化。S5. Set the minimum self-supporting angle β, that is, when the overhang angle is considered to be greater than or equal to β, it is a self-supporting structure and does not need to be optimized.
在实际优化过程中某些大悬垂结构部分厚度很薄,强度较低易在使用过程中产生断裂,变形等情况,因此需要对此部分结构的保形单元执行增加厚度操作进而增加此部分厚度,使结构强度变大。考虑悬垂结构约束,若下方悬空较大增加操作可能会产生更大的悬垂结构,针对需要增加操作的保形单元施加虚增加悬垂约束;并且在一些以减小结构重量为主要优化目标的结构优化中,结构的某些大悬垂部分厚度很厚,对此部分结构的保形单元需要执行减小厚度操作,以减小结构厚度进而使结构进一步减重,考虑悬垂结构约束,若结构上方也为悬垂结构,减小操作可能会产生更大的悬垂结构,针对需要减小操作的保形单元施加虚减小悬垂约束,方法如下:In the actual optimization process, the thickness of some large overhanging structures is very thin, and the strength is low, and it is easy to cause fracture and deformation during use. Therefore, it is necessary to increase the thickness of the conformal unit of this part of the structure to increase the thickness of this part. increase the structural strength. Considering the overhang structure constraints, if the lower overhang is larger, the increase operation may generate a larger overhang structure, and imaginary increase overhang constraints are imposed on the conformal elements that need to be increased. Some large overhanging parts of the structure are very thick, and the conformal unit of this part of the structure needs to perform a thickness reduction operation to reduce the thickness of the structure and further reduce the weight of the structure. Considering the constraints of the overhanging structure, if the upper part of the structure is also Overhang structure, reduce operation may produce larger overhang structure, impose virtual reduce overhang constraint on conformal elements that need reduction operation, as follows:
遍历全部保形单元,对保形单元模拟执行增加、减小操作,求取保形单元虚增加角度βao、保形单元虚减小角度βdo;Traverse all the conformal units, perform the increase and decrease operations on the conformal unit simulation, and obtain the virtual increase angle β ao of the conformal unit and the virtual decrease angle β do of the conformal unit;
设定悬垂角度约束,设定悬垂约束为:当βao小于最小支撑角度β时,在当前迭代步,不允许对此保形单元执行增加操作;当βdo小于最小支撑角度β时,在当前迭代步,不允许对此保形单元执行减小操作,以确保在迭代过程中不会产生新的悬垂角度βo小于β的结构。Set the overhang angle constraint, and set the overhang constraint as: when β ao is less than the minimum support angle β, in the current iteration step, it is not allowed to perform addition operations on this conformal element; when β do is less than the minimum support angle β, in the current iteration Iterative step, no reduction operation is allowed for this conformal element, to ensure that no new structures with overhang angle βo smaller than β are generated during the iteration.
保形单元悬垂虚增加角度βao、保形单元悬垂虚减小角度βdo求取方式如下:The methods of calculating the overhang virtual increase angle β ao of the conformal element and the virtual decrease angle β do of the conformal element are as follows:
(1)如图6所示,灰色部分为拟优化保形单元,黑色单元为外表面单元,竖线填充单元体为结构内表面单元,虚框斜线填充单元为模拟执行增加操作的所增添的单元体,以此斜线填充单元体为中心依照步骤5中第(1)部分求取悬垂结构角度βo求取方法求取保形单元虚增加角度βao。(1) As shown in Figure 6, the gray part is the quasi-optimized conformal unit, the black unit is the outer surface unit, the vertical line filling unit is the inner surface unit of the structure, and the dashed slash filling unit is the addition of the simulated increase operation. The unit body of , fill the unit body with this oblique line as the center, and obtain the virtual increase angle β ao of the conformal unit according to the calculation method of the overhang structure angle β o in part (1) of step 5.
(2)如图7所示,灰色部分为拟优化保形单元,黑色单元为外表面单元,竖线填充单元体为结构内表面单元,,虚线框灰色单元为拟去除的单元,斜线填充单元为当前保形单元模拟执行减小操作后的内表面单元,接下来:(2) As shown in Figure 7, the gray part is the to-be-optimized conformal unit, the black unit is the outer surface unit, the vertical line filled unit body is the structural inner surface unit, the gray unit with the dotted line is the unit to be removed, and the slanted line fills The element simulates the inner surface element after the reduction operation for the current conformal element, and then:
a.在斜线填充单元(坐标为(x,z))处做半径为q的悬垂滤波圈。a. Make a pendant filter circle with a radius of q at the diagonal filling unit (coordinates are (x, z)).
b.遍历滤波圈内体素单元找到距离圆心单元体(坐标为(x,z))Z轴正方向距离最大的内表面单元体(竖线填充单元体)(坐标为(r,t))。b. Traverse the voxel units in the filter circle to find the inner surface unit body (vertical line filling unit body) with the largest distance from the center unit body (coordinates are (x, z)) in the positive direction of the Z axis (coordinates are (r, t)) .
c.依式(2)求得悬垂角度βdo,x、z、r、t为体素单元坐标。c. Obtain the overhang angle β do according to formula (2), where x, z, r, and t are the coordinates of the voxel unit.
S6、设定迭代变化率l(0≤l≤0.5),确定迭代变化数S根据式(4)求得,其中A为保形单元总数。根据步骤5的悬垂函数,将p值较小的保形单元(βo较小或h较大)视为处于大悬垂结构中,需进行去除;将p值较大的保形单元(βo较大或h较小)视为处于相对较小的悬垂结构中,仅需进行填补。依据迭代变化数对步骤S4得出的排序队列应用步骤S3的保形单元变化方法,对保形单元执行增加或减少操作。将由小至大排序的队列中(p=1除外)的第0至S的保形单元执行保形单元减小操作;对队列中第(A-S)至A的保形单元执行保形单元增加操作。S6. Set the iterative change rate l (0≤l≤0.5), and determine the iterative change number S to be obtained according to formula (4), where A is the total number of conformal units. According to the overhang function in step 5, the conformal unit with smaller p value (smaller β o or larger h) is considered to be in the large overhang structure and needs to be removed; the conformal unit with larger p value (β o larger or h smaller) is considered to be in a relatively small overhang and only needs to be filled. According to the number of iterative changes, the method of changing the conformal unit in step S3 is applied to the sorting queue obtained in step S4, and an increase or decrease operation is performed on the conformal unit. Perform a conformal unit reduction operation on the
S=l×A (4)S=l×A (4)
在当前步骤施加步骤S5中设定的悬垂角度约束,不对被约束的保形单元执行增加操作与减小操作。The suspension angle constraint set in step S5 is applied in the current step, and the increase and decrease operations are not performed on the constrained conformal units.
S7、对全部保形单元虚增加、虚减小角度约束重置,并在下次迭代中重新判定;S7, reset the virtual increase and virtual decrease angle constraints for all conformal units, and re-determine in the next iteration;
S8、迭代循环步骤S4至步骤S7,每次迭代按步骤S4重新计算悬垂函数值并赋予相应保形单元,迭代期间施加步骤S5所述悬垂角度约束,按步骤S6所述规则对保形单元变化;直到壳体结构中全部悬垂结构角度βo≥β时,迭代终止。S8, iterative loop from step S4 to step S7, each iteration recalculates the overhang function value according to step S4 and assigns it to the corresponding conformal unit, imposes the overhang angle constraint described in step S5 during the iteration, and changes the conformal unit according to the rule described in step S6 ; until all overhanging structure angles β o ≥ β in the shell structure, the iteration terminates.
图8为初始悬垂结构角度βo为30°,设定最小自支撑角度β为45°,施加本方法后的优化结果对比图。优化结果表明本方法可以在保持结构外表面形貌不变的情况下,根据设定的最小自支撑角度,改善结构内部悬垂结构。Figure 8 is a comparison diagram of the optimization results after applying the method when the initial overhang structure angle β o is 30°, and the minimum self-supporting angle β is set to 45°. The optimization results show that this method can improve the internal overhang structure of the structure according to the set minimum self-support angle while keeping the outer surface topography of the structure unchanged.
以上仅是本发明的优选实施方式,本发明的保护范围并不仅局限于上述实施例,凡属于本发明思路下的技术方案均属于本发明的保护范围。应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理前提下的若干改进和润饰,应视为本发明的保护范围。The above are only preferred embodiments of the present invention, and the protection scope of the present invention is not limited to the above-mentioned embodiments, and all technical solutions that belong to the idea of the present invention belong to the protection scope of the present invention. It should be pointed out that for those skilled in the art, some improvements and modifications without departing from the principle of the present invention should be regarded as the protection scope of the present invention.
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