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Bearing Rigidity and Almost Global Bearing-Only Formation Stabilization

机译:轴承刚度和几乎全球唯一的地层稳定

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A fundamental problem that the bearing rigidity theory studies is to determine when a framework can be uniquely determined up to a translation and a scaling factor by its inter-neighbor bearings. While many previous works focused on the bearing rigidity of two-dimensional frameworks, a first contribution of this paper is to extend these results to arbitrary dimensions. It is shown that a framework in an arbitrary dimension can be uniquely determined up to a translation and a scaling factor by the bearings if and only if the framework is infinitesimally bearing rigid. In this paper, the proposed bearing rigidity theory is further applied to the bearing-only formation stabilization problem where the target formation is defined by inter-neighbor bearings and the feedback control uses only bearing measurements. Nonlinear distributed bearing-only formation control laws are proposed for the cases with and without a global orientation. It is proved that the control laws can almost globally stabilize infinitesimally bearing rigid formations. Numerical simulations are provided to support the analysis.
机译:轴承刚度理论研究的一个基本问题是确定何时可以通过其相邻轴承之间的位移和比例因子唯一地确定框架。尽管先前的许多工作都集中在二维框架的支承刚度上,但本文的第一项贡献是将这些结果扩展到任意尺寸。结果表明,只要并且仅当框架无限无限地具有刚性时,就可以由轴承唯一地确定任意尺寸的框架,直到位移量和缩放比例。在本文中,所提出的轴承刚度理论进一步应用于仅轴承的地层稳定问题,其中目标地层由相邻轴承确定,而反馈控制仅使用轴承测量值。针对有或没有全局取向的情况,提出了非线性的仅分布轴承的地层控制规律。事实证明,控制定律几乎可以无限稳定地稳定无限承载的刚性地层。提供了数值模拟来支持分析。

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