共查询到20条相似文献,搜索用时 46 毫秒
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本文叙述了用八叉树法对三维实体进行有限元网络自动剖分算法的设计和实现。本文的算法对传统的八叉树法进行了一系列的改进,包括新型数据结构的建立,对八叉树结点属性判断算法的改进,边界结点体处理方法的改进等。使得本文的算法既保持了传统算法中自动化程度高、层次结构分明、适于再进行网格加密等特点,又克服了其所需存贮空间大、执行速度慢、边界处理复杂,边界单元形状质量不好等缺点,使算法的实现取得了令人满意的结果。 相似文献
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任意多面体边界一致四面体网格生成方法 总被引:1,自引:1,他引:0
提出一种能够满足多面体边界几何与拓扑约束的边界一致恢复算法,解决了任意多面体的边界一致四面体网格生成问题。在恢复多面体的几何约束时,边界上可能会引入Steiner点,这样就不满足拓扑约束。对此,本文采用动态规划方法将Steiner点从边界上消除,修复与其相关四面体单元的拓扑关系,以保持原多面体边界的拓扑完整性,并采用扩展的Laplacian光顺算法优化劣质单元。在理论上,本文算法能够保证完整地恢复任意多面体的边界。算例表明,本文提出的边界一致恢复算法鲁棒性高,可应用于复杂多面体模型。 相似文献
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提出了超大单元、结点归一化相对距离判别法这一快速三维自动剖分技术,针对大型水工建筑物的特点,给出了几种常遇问题的实用处理方法;还给出了适合工程实际的超大面判断立体消隐图绘制法和基于Autolisp语言及Auto-CAD的立体图处理方法. 相似文献
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在有限元分析中,高质量的结构网格可以有效地提高有限元分析的精度,但结构网格的几何适应性差,针对复杂边界的二维计算模型,现有的方法很难自动生成高质量的结构网格;而非结构网格几何适应性很好,但存在计算效率低和精度差等问题。提出了一种新的准结构网格生成方法,能够实现复杂区域的网格自动生成并且具有高网格质量。该方法首先对计算区域运用Delaunay三角剖分技术生成粗背景网格;然后利用背景网格,使用优化的Voronoi图生成过渡的蜂巢网格;最后,通过中心圆方法对蜂巢网格单元进行结构网格剖分。分析NACA0012翼型数值模拟结果表明,提出的新准结构网格生成方法能够对边界复杂的模型自动生成高质量的网格,并且通过三种不同拓扑类型网格计算结果相互对比及与实验结果对比,证明准结构网格具有高计算精度。 相似文献
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刘剑飞 《Acta Mechanica Sinica》2003,19(3):285-288
In this paper the presentation of the ball-packing method is reviewed, and a scheme to generate mesh for complex 3-D geometric models is given, which consists of 4 steps: (1) create nodes in 3-D models by ball-packing method, (2) connect nodes to generate mesh by 3-D Delaunay triangulation, (3) retrieve the boundary of the model after Delaunay triangulation, (4) improve the mesh. 相似文献
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简单高效的面向对象四叉树有限元网格生成技术研究 总被引:2,自引:0,他引:2
用面向对象的思想和方法与四叉树有限元网格生成结合 ,创建或改进了网格生成各个阶段的算法和实现方式 ,并在面向对象语言 VC 6 .0中得以实现。能快速、高效地生成适用于任何复杂边界的四叉树有限元网格 ,易于自适应 ,易于局部加密和稀疏化。 相似文献
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一种全四边形网格生成方法——改进模板法 总被引:9,自引:0,他引:9
首先对全四边形单元网格自动剖分算法中的模板法进行了探讨,并提出了相应的改进方法。在此基础上提出了一种新的全四边形单元网格自动生成方法。该方法允许在两个方向上存在网格疏密过渡,并可以提高单元的密度要求自动计算亲单元每条边上的结点数,有效地对局部实施加密处理。 相似文献
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判别二维有限元网格图的简便算法 总被引:1,自引:0,他引:1
根据图论中欧拉公式推得二维有限元网格图中单元数、节点数、边数及边界数之间的关系式,获得判别网格图中是否存在节点号重复和单元遗漏的简便算法。 相似文献
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利用多个自组织神经网络的同时训练,可以一次性自动地生成计算区域内与计算区域边界上所有网格节点,尔后按FGT法的基本思想将节点连接成所需的三角形或四边形单元。由于在自组织神经网络中采用了改善的目标函数,节点的分布可以实现自适应调节以反映网格疏密分布的要求。文末几个算例验收证明本算法具有自适应性,适用于凸域、凹域、多连通域等多种情况。 相似文献
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This paper describes a modified finite element method (MFEM) for determining the static equilibrium shape of the capillary surface of a liquid with a prescribed volume constrained by rigid boundaries with arbitrary shapes. It is assumed that the liquid is in static equilibrium under the influence of surface tension, adhesion, and gravity forces. This problem can be solved by employing the conventional FEM; however, a major difficulty arises due to the presence of the volume (integral) constraint and usually requires the use of the Lagrange multiplier method, the sequential unconstrained minimization technique, or the augmented Lagrange multiplier method. With the MFEM, the space variables defining the equilibrium surfaces (or curves) are expanded in terms of parametric interpolation functions, which are designed such that the boundary conditions and the integral constraint equation are automatically satisfied during each iteration of a direct numerical search process. Hence, there is no need to include Lagrange multipliers and/or penalty factors and the problem can be treated more simply as one involving unconstrained optimization. This investigation indicates that the MFEM is more efficient and reliable than the other methods. Results are presented for several case study problems involving liquid solder drops. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
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With the development of advanced imaging technology, digital images are widely used. This paper proposes an automatic quadrilateral mesh generation algorithm for multi-colour imaged structures. It takes an original arbitrary digital image as an input for automatic quadrilateral mesh generation, this includes removing the noise, extracting and smoothing the boundary geometries between different colours, and automatic all-quad mesh generation with the above boundaries as constraints. An application example is provided to demonstrate the usefulness and effectiveness of the proposed approach. 相似文献
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The finite element method is developed to solve the problem of wave run-up on a mild, plane slope. A novel approach to implementing a deforming mesh of one-dimensional, three-node, isoparametric elements is described and demonstrated. The discrete time interval (DTI), arbitrary Lagrangian–Eulerian (ALE) and space–time element (STE) methods are used to solve the unsteady one-dimensional shallow water wave equations. The boundary condition required is simply the seaward water surface elevation, and although the method has only been tested for monochromatic waves, it should be equally valid for any sea state which can be described as a water surface elevation as a function of time. All three solution methods are shown to given good results. Time histories of the terms of the governing equations are calculated and used to demonstrate how the ALE and STE methods account for mesh deformation. The model could be extended to two dimensions, which would have practical application to the run-up of obliquely incident waves. © 1997 John Wiley & Sons, Ltd. 相似文献
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A discontinuity-capturing scheme of finite element method (FEM) is proposed. The unstructured-grid technique combined with a new type of adaptive mesh approach is developed for both compressible and incompressible unsteady flows, which exhibits the capability of capturing the shock waves and/or thin shear layers accurately in an unsteady viscous flow at high Reynolds number. In particular, a new testing variable, i.e., the disturbed kinetic energyE, is suggested and used in the adaptive mesh computation, which is universally applicable to the capturing of both shock waves and shear layers in the inviscid flow and viscous flow at high Reynolds number. Based on several calculated examples, this approach has been proved to be effective and efficient for the calculations of compressible and incompressible flows. The project supported by the National Natural Science Foundation of China (10125210), the Hundred-Talent Programme of the Chinese Academy of Sciences and the Innovation Project of the Chinese Academy of Sciences (KJCX-SW-L04, KJCX2-SW-L2) 相似文献