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Structural Optimization and Engineering Feature Design with Semi-Lagrangian Level Set Method.

机译:半拉格朗日水平集方法的结构优化和工程特征设计。

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摘要

Although the basic theory of level set based structural optimization has been well established and many applications have been reported in the last decade, the realm is still under investigation for a number of practical issues, such as to improve computational efficiency, optimal search effectiveness, design capability and industrial applicability.;Firstly, an efficient and numerically stable semi-Lagrangian level set method is proposed for structural optimization with a line search algorithm and a sensitivity modulation scheme. The semi-Lagrange method has an advantage to allow for a large time step without the limitation of Courant-Friedrichs-Lewy (CFL) condition. The line search attempts to adaptively determine an appropriate time step in each iteration of optimization. With consideration of some practical characteristics during topology optimization process, incorporating the line search into semi-Lagrange optimization method can yield fewer design iterations and thus improve the overall computational efficiency. The sensitivity modulation is inspired from the conjugate gradient method in finite-dimensions, and provides an alternative to the standard steepest descent search in level set based optimization. Two benchmark examples are presented to compare the sensitivity modulation and the steepest descent techniques with and without the line search respectively.;Secondly, a generic method to design engineering features for level set based structural optimization is presented. Engineering features are regular and simple shape units containing specific engineering significance for manufacture and assembly consideration. It is practically useful to combine feature design with structural optimization. In this thesis, a Constructive Solid Geometry (CSG) based Level Sets description is proposed to represent a structure based on two basic entities: a level set model containing either a feature shape or a freeform boundary. By treating both entities implicitly and homogeneously, optimal feature design and freeform boundary design are unified under the level set framework. For feature models, a constrained motion of affine transformations is utilized, where the design velocity is obtained through a least square approximation of continuous shape variation. An accurate particle level set updating scheme is employed for the transformation. Meanwhile, freeform models undergo a standard level set updating process using a semi-Lagrange scheme. With this method, various feature characteristics are identified through carefully constructing a CSG model tree with flexible entities and preserved by imposing motion constraints to different stages of the tree. Moreover, because a free shape and topology optimization is enabled over non-feature regions, a truly optimal structural configuration with engineering features can be designed in a convenient way. Several 2D and 3D generative feature design examples are provided to show the applicability of this approach.;Finally, a 3D implementation using adaptive level set method is discussed. This method utilizes both explicit and implicit geometric representations for computation. An octree grid is adopted to accommodate the free structural interface of an implicit level set model and a corresponding 2-manifold triangle mesh model. Within each iteration of optimization, the interface evolves implicitly using a semi-Lagrange level set method, during which the signed distance field is evaluated directly and accurately from the current surface model other than interpolation. After that, another mesh model is extracted from the updated field and serves as the input of subsequent process. This hybrid and adaptive representation scheme not only achieves "narrow band computation", but also facilitates the structural analysis by using a geometry-aware mesh-free approach. Moreover, a feature preserving and topological errorless mesh simplification algorithm is proposed to enhance the computational efficiency. Remarkably, the adaptive level set scheme opens up a gate to incorporate geometric editing into structural optimization in an effective way, which creates a new dimension of opportunity to further develop level set based structural optimization in this direction. A three dimensional benchmark example and possible extensions are presented to demonstrate the capability and potential of this method. (Abstract shortened by UMI.).
机译:尽管基于水平集的结构优化的基本理论已经建立了很好的基础,并且在过去的十年中已报道了许多应用,但是该领域仍在研究许多实际问题,例如提高计算效率,优化搜索效率,设计首先,提出了一种有效且数值稳定的半拉格朗日能级集方法,通过线搜索算法和灵敏度调制方案进行结构优化。半拉格朗日方法的优点是允许较长的时间步长,而不会限制Courant-Friedrichs-Lewy(CFL)条件。线搜索尝试在每次优化迭代中自适应地确定适当的时间步长。考虑到拓扑优化过程中的一些实用特性,将线搜索合并到半Lagrange优化方法中可以减少设计迭代次数,从而提高总体计算效率。灵敏度调制是从有限维中的共轭梯度法获得灵感的,它为基于水平集的优化中的标准最速下降搜索提供了一种替代方法。给出了两个基准实例,分别比较了有线搜索和无线搜索的灵敏度调制和最速下降技术。其次,提出了一种基于水平集的结构优化设计工程特征的通用方法。工程特征是规则和简单的形状单元,其中包含对于制造和装配考虑的特定工程意义。将特征设计与结构优化结合起来在实际中很有用。在本文中,提出了一种基于构造实体几何(CSG)的级别集描述来表示基于两个基本实体的结构:包含特征形状或自由形式边界的级别集模型。通过隐式和同质地对待两个实体,可以在级别集框架下统一最佳特征设计和自由形式边界设计。对于特征模型,利用仿射变换的约束运动,其中设计速度是通过连续形状变化的最小二乘近似获得的。准确的粒子级别集更新方案用于该转换。同时,自由格式模型使用半拉格朗日方案进行标准级别集更新过程。通过这种方法,可以通过精心构造具有灵活实体的CSG模型树来识别各种特征特征,并通过在树的不同阶段施加运动约束来保留这些特征。此外,由于可以在非特征区域上实现自由的形状和拓扑优化,因此可以方便的方式设计出具有工程特征的真正最佳的结构。提供了一些2D和3D生成特征设计示例,以证明该方法的适用性。最后,讨论了使用自适应水平集方法的3D实现。该方法利用显式和隐式几何表示进行计算。采用八叉树网格来容纳隐式水平集模型和相应的2流形三角形网格模型的自由结构界面。在优化的每次迭代中,使用半拉格朗日水平集方法隐式地扩展界面,在此过程中,除了插值以外,还可以从当前表面模型直接,准确地评估带符号的距离场。之后,从更新后的字段中提取另一个网格模型,并将其用作后续过程的输入。这种混合和自适应表示方案不仅实现了“窄带计算”,而且还通过使用无几何形状的无网格方法促进了结构分析。此外,提出了一种特征保留和拓扑无差网格简化算法,以提高计算效率。值得注意的是,自适应水平集方案为以有效方式将几何编辑纳入结构优化打开了大门,这为进一步发展基于水平集的结构优化创造了新的机会。给出了三维基准示例和可能的扩展,以演示此方法的功能和潜力。 (摘要由UMI缩短。)。

著录项

  • 作者

    Zhou, Mingdong.;

  • 作者单位

    The Chinese University of Hong Kong (Hong Kong).;

  • 授予单位 The Chinese University of Hong Kong (Hong Kong).;
  • 学科 Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 155 p.
  • 总页数 155
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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