Ani Luo , Yaming Feng , Heping Liu , Ziying Cao , Guangzhen Xing , Jinxin Lu
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引用次数: 0
Abstract
This study presents a methodology for analyzing ground contact forces in tensegrity structures under unilateral constraints. A force-law-based contact formulation is first introduced for tensegrity systems. The results indicate that the large penetration depths permitted by this formulation lead to pronounced oscillations in both contact velocity and contact force at the interacting nodes. To overcome this limitation, the normal and tangential contact conditions are reformulated as standard linear complementarity problems. Normal contact is described using a Newtonian impact law to account for kinetic energy dissipation, while tangential contact is governed by Coulomb friction to model the stick–slip transition. For three-dimensional cases, the friction cone is approximated using a polyhedral representation. The resulting dynamic system is solved using a hybrid time-stepping scheme that combines the Moreau midpoint method with a fourth-order Runge–Kutta integrator. Finally, two numerical examples are presented to demonstrate the advantages of the proposed method in terms of accuracy and stability.
期刊介绍:
Mechanics Research Communications publishes, as rapidly as possible, peer-reviewed manuscripts of high standards but restricted length. It aims to provide:
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• of ideas that may still be in the formative stages
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