C 型外壳带弧形横梁的可部署栅壳

Quentin Becker, Seiichi Suzuki, Y. Ren, Davide Pellis, Julian Panetta, Mark Pauly
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摘要

介绍了一种用于模拟和设计c壳的计算管道,c壳是一类新的平面到空间的可展开连杆结构。c型壳由弯曲的柔性梁组成,这些梁在旋转节点上连接,可以以无应力平面结构组装。当被驱动时,弹性梁变形,组件向目标3D形状展开。我们提出了两种可供选择的c壳计算设计方法:(i)正向勘探模拟用户提供的平面梁布局的部署形状。一旦找到满意的整体形状,随后的设计优化调整梁的几何形状,以减少连杆的弹性能量,同时保持目标形状。(ii)采用一种新的几何平坦化方法,以设计平面为输入,计算分段直线连杆梁的初始布置,便于反设计。然后,我们的设计优化算法计算光滑弯曲梁,以在最小弹性能量下最佳地再现目标形状。我们发现c壳为设计提供了丰富的空间,并展示了一些研究,这些研究突出了现有可展开链接结构无法实现的新形状拓扑。
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C-Shells: Deployable Gridshells with Curved Beams
We introduce a computational pipeline for simulating and designing C-shells, a new class of planar-to-spatial deployable linkage structures. A C-shell is composed of curved flexible beams connected at rotational joints that can be assembled in a stress-free planar configuration. When actuated, the elastic beams deform and the assembly deploys towards the target 3D shape. We propose two alternative computational design approaches for C-shells: (i) Forward exploration simulates the deployed shape from a planar beam layout provided by the user. Once a satisfactory overall shape is found, a subsequent design optimization adapts the beam geometry to reduce the elastic energy of the linkage while preserving the target shape. (ii) Inverse design is facilitated by a new geometric flattening method that takes a design surface as input and computes an initial layout of piecewise straight linkage beams. Our design optimization algorithm then calculates the smooth curved beams to best reproduce the target shape at minimal elastic energy. We find that C-shells offer a rich space for design and show several studies that highlight new shape topologies that cannot be achieved with existing deployable linkage structures.
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