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EFFICIENT LARGE DEFORMATION SIMULATIONS OF MULTI-FLEXIBLE-BODY SYSTEMS USING ABSOLUTE NODAL COORDINATE BEAM AND PLATE ELEMENTS

机译:基于绝对球面协调梁和板单元的多柔体系统有效大变形模拟

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In this paper, we investigate the absolute nodal coordinate finite element (FE) formulations for modeling multi-flexible-body systems in a divide-and-conquer framework. Large elastic deformations in the individual components (beams and plates) are modeled using the absolute nodal coordinate formulation (ANCF). The divide-and-conquer algorithm (DCA) is utilized to model the constraints arising due to kinematic joints between the flexible components. We develop necessary equations of the new algorithm and present numerical examples to test and validate the method.
机译:在本文中,我们研究了在分而治之框架中建模多柔体系统的绝对节点坐标有限元(FE)公式。使用绝对节点坐标公式(ANCF)对单个组件(梁和板)中的大弹性变形进行建模。分而治之算法(DCA)用于对由于柔性组件之间的运动学连接而产生的约束进行建模。我们开发了新算法的必要方程,并提供了数值示例来测试和验证该方法。

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