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DEVELOPMENT OF A NEW MULTI-FLEXIBLE BODY DYNAMICS (MFBD) PLATFORM : A RELATIVE NODAL DISPLACEMENT METHOD FOR FINITE ELEMENT ANALYSIS

机译:新型多柔体动力学(MFBD)平台的开发:有限元分析的相对结点位移方法

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摘要

Recently the analysis of multi flexible body dynamics has been a hot issue in the area of the computational dynamics research. There have been two main streams of research. One is the extension of conventional FEA theory for the multi flexible body systems, using either the total Lagrangian or updated Lagrangian method. The other is the extension of the multi body dynamics theory. The latter is the topic of this research. One essential requirement of a shape function in FEA theory is ability to represent the rigid body motion. This research proposes to use the moving reference frame to represent the rigid body motion. Therefore, the shape function does not need to have ability to represent the rigid body motion. The moving reference frame covers the rigid body. Since the nodal displacements are measured relative to its adjacent moving nodal reference frame, they are still small for a truss structure undergoing large deformations if the element sizes are small. As a consequence, many element formulations developed under small deformation assumptions are still valid for structures undergoing large deformations, which significantly simplifies the equations of equilibrium. Several numerical examples are analyzed to demonstrate the efficiency and validity of the proposed method.
机译:近来,对多柔体动力学的分析已经成为计算动力学研究领域的热点问题。有两个主要的研究流。一种是使用总拉格朗日方法或更新的拉格朗日方法将传统有限元分析理论扩展到多柔体系统。另一个是多体动力学理论的扩展。后者是本研究的主题。 FEA理论中形状函数的一项基本要求是能够表示刚体运动。本研究提出使用移动参考系来表示刚体的运动。因此,形状函数不需要具有表示刚体运动的能力。移动参考框架覆盖了刚体。由于节点位移是相对于其相邻的移动节点参考系测量的,因此,如果单元尺寸较小,则对于经受大变形的桁架结构来说,位移仍然很小。结果,在小变形假设下开发的许多元素公式对于经历大变形的结构仍然有效,这大大简化了平衡方程。分析了几个数值例子,以证明所提方法的有效性和有效性。

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