参数化设计和制造的体积米歇尔桁架

Rahul Arora, Alec Jacobson, Timothy R. Langlois, Yijiang Huang, C. Mueller, W. Matusik, Ariel Shamir, Karan Singh, D. Levin
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引用次数: 26

摘要

我们提出了第一种设计体积米歇尔桁架的算法。我们的方法使用基于参数化的方法来生成桁架,这些桁架由与物体应力场主要方向对齐的结构元素组成。这种桁架具有高强度重量比,同时也可以参数化编辑,可以很容易地与参数化编辑工具(如Autodesk Fusion)集成。我们展示了一些例子,证明我们的算法的输出产生与对象的潜在应力张量场对齐的桁架结构,结构上是合理的,并且它们的全局参数化有助于在许多域中创建独特的结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Volumetric Michell trusses for parametric design & fabrication
We present the first algorithm for designing volumetric Michell Trusses. Our method uses a parametrization-based approach to generate trusses made of structural elements aligned with the primary direction of an object's stress field. Such trusses exhibit high strength-to-weight ratio while also being parametrically editable which can be easily integrated with parametric editing tools such as Autodesk Fusion. We show a number of examples that demonstrate that the output of our algorithm produces truss structures that are aligned with an object's underlying stress tensor field, are structurally sound and that their global parametrization facilitates the creation of unique structures in a number of domains.
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