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Optimization of thin-walled beam structures: Monolithic versus staggered solution schemes

机译:薄壁梁结构的优化:单片与交错解决方案

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摘要

This contribution compares the performance of a monolithic and two staggered numerical update schemes for a coupled shape and topology optimization method for thin-walled beam structures. In order to limit the computational time of the optimization method, the thin-walled beam structures are modeled as 2.5D configurations. In this approach, 1D beam elements are used to simulate the beam response in the longitudinal direction, while the cross-sectional properties of the beam elements are calculated from additional 2D finite element method analyses. The sensitivities with respect to the shape and topology design variables are derived in closed form in order to take advantage of a computationally efficient, gradient-based optimization algorithm. The numerical examples concern basic circular and square thin-walled cantilever beam structures, as well as a more complex, non-prismatic thin-walled beam structure representative of a rotor blade used in a horizontal-axis wind turbine. For each numerical example the computational time and the solution computed by the monolithic and staggered update schemes are compared, which provides clear insight into the numerical efficiency of the solution procedure and the uniqueness of the computational result. Although the three different update schemes for the cases examined result in comparable optimized design concepts, the computational efficiency and the specific minimal compliance value found turn out to be rather sensitive to the algorithmic details of the numerical update scheme applied. Since the monolithic update scheme typically navigates a larger design space than the two staggered update schemes, for most cases examined it provides the lowest structural compliance. In the specific case whereby shape optimization (virtually) has no influence on the final, optimized beam configuration, the structural compliance computed by the monolithic scheme may relate to a local minimum that is less optimal compared to the value calculated by a staggered update scheme.
机译:该贡献比较了用于耦合形状和拓扑优化方法的单片和两个交错的数值更新方案的性能,用于薄壁光束结构。为了限制优化方法的计算时间,薄壁光束结构被建模为2.5d配置。在该方法中,1D光束元件用于模拟纵向方向上的光束响应,而梁元件的横截面特性是根据附加的2D有限元方法分析计算的。关于形状和拓扑设计变量的敏感性以封闭形式导出,以利用基于计算的梯度的优化算法。数值示例涉及基本的圆形和方形薄壁悬臂梁结构,以及代表在水平轴风力涡轮机中使用的转子叶片的更复杂的非棱镜束结构。对于每个数值示例,比较了由单片和交错更新方案计算的计算时间和解决方案,这提供了清晰的深入了解解决方案程序的数值效率和计算结果的唯一性。虽然案例的三种不同的更新方案检查了可比优化的设计概念的结果,但是找到的计算效率和特定的最小合规值结果对所应用的数值更新方案的算法细节相当敏感。由于单片更新方案通常导航比两个交错的更新方案更大的设计空间,因为大多数情况下,检查它提供了最低的结构合规性。在形状优化(实际)对最终优化光束配置没有影响的具体情况下,由单片方案计算的结构顺应性可以涉及与通过交错更新方案计算的值相比的局部最小值。

著录项

  • 来源
    《Thin-Walled Structures》 |2021年第1期|107182.1-107182.17|共17页
  • 作者单位

    Eindhoven Univ Technol Dept Built Environm POB 513 NL-5600 MB Eindhoven Netherlands;

    Eindhoven Univ Technol Dept Built Environm POB 513 NL-5600 MB Eindhoven Netherlands;

    Eindhoven Univ Technol Dept Built Environm POB 513 NL-5600 MB Eindhoven Netherlands;

    Eindhoven Univ Technol Dept Built Environm POB 513 NL-5600 MB Eindhoven Netherlands|Katholieke Univ Leuven Dept Civil Engn Kasteelpk Arenberg 40 Bus 2447 B-3001 Leuven Belgium;

    Eindhoven Univ Technol Dept Built Environm POB 513 NL-5600 MB Eindhoven Netherlands|Katholieke Univ Leuven Dept Civil Engn Kasteelpk Arenberg 40 Bus 2447 B-3001 Leuven Belgium;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Thin-walled beam; Shape optimization; Topology optimization; Numerical update schemes; Wind turbine blade;

    机译:薄壁梁;形状优化;拓扑优化;数值更新方案;风力涡轮机叶片;

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