Stable Discrete Bending by Analytic Eigensystem and Adaptive Orthotropic Geometric Stiffness

Zhendong Wang, Yin Yang, Huamin Wang
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Abstract

In this paper, we address two limitations of dihedral angle based discrete bending (DAB) models, i.e. the indefiniteness of their energy Hessian and their vulnerability to geometry degeneracies. To tackle the indefiniteness issue, we present novel analytic expressions for the eigensystem of a DAB energy Hessian. Our expressions reveal that DAB models typically have positive, negative, and zero eigenvalues, with four of each, respectively. By using these expressions, we can efficiently project an indefinite DAB energy Hessian as positive semi-definite analytically. To enhance the stability of DAB models at degenerate geometries, we propose rectifying their indefinite geometric stiffness matrix by using orthotropic geometric stiffness matrices with adaptive parameters calculated from our analytic eigensystem. Among the twelve motion modes of a dihedral element, our resulting Hessian for DAB models retains only the desirable bending modes, compared to the undesirable altitude-changing modes of the exact Hessian with original geometric stiffness, all modes of the Gauss-Newton approximation without geometric stiffness, and no modes of the projected Hessians with inappropriate geometric stiffness. Additionally, we suggest adjusting the compression stiffness according to the Kirchhoff-Love thin plate theory to avoid over-compression. Our method not only ensures the positive semidefiniteness but also avoids instability caused by large bending forces at degenerate geometries. To demonstrate the benefit of our approaches, we show comparisons against existing methods on the simulation of cloth and thin plates in challenging examples.
通过分析特征系统和自适应各向同性几何刚度实现稳定的离散弯曲
本文讨论了基于二面角的离散弯曲(DAB)模型的两个局限性,即其能量Hessian的不确定性和易受几何简并的影响。为了解决不确定性问题,我们提出了一种新的DAB能量黑森本征系统解析表达式。我们的表达式表明,DAB模型通常具有正特征值、负特征值和零特征值,每种特征值分别有四个。利用这些表达式,可以有效地将不确定的DAB能量Hessian解析投影为正半定的形式。提高稳定性的民建联在退化几何模型,我们提出修正他们的无限几何刚度矩阵通过使用正交的几何刚度矩阵分析eigensystem的自适应参数计算。十二个二面角元素的运动模式中,我们产生的黑森民建联模型只保留的弯曲模式,相比不良altitude-changing模式与原始几何刚度的黑森,所有的高斯牛顿近似模式没有几何刚度和无模式的预测麻布与不适当的几何刚度。此外,我们建议根据Kirchhoff-Love薄板理论调整压缩刚度,以避免过度压缩。该方法既保证了正半正定性,又避免了简并几何结构因大的弯曲力而引起的失稳。为了证明我们的方法的好处,我们在具有挑战性的例子中与现有的布和薄板模拟方法进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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