Structure-Preserving Algorithms for Simple Sliding Contact Constraint in Director-Based Geometric Exact Beam

Jiawen Guo, P. Betsch, Yue Zhang
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引用次数: 1

Abstract

. Structure-preserving algorithms exhibit superior long-run numerical stability in nonlinear solid and elasto-multibody dynamics. This paper provides time integrators for large flexible dynamic systems combining the carrier-sliding contact pair between two beams. The time integrators maintain some of the structural characteristics, which include the momentum, energy, symplecity et al. In research of the beam modeling, the director-based geometrically exact beam formulation has been compared with the three-dimensional absolute nodal coordinate beam formulation, which is also widely used in dynamic modeling of slender structures. The sliding contact transition between adjacent elements on the sliding line has been finely considered to keep the continuity of the sliding contact. The structure-preserving method has been embedded into the numerical solvers for dynamic analysis. The advantage of the structure-preserving methods over the time-decaying methods on energy and momentum preserving properties has been demonstrated in the dynamic analysis for the flexible beams that undergo sliding contact.
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基于导向的几何精确梁简单滑动接触约束的结构保持算法
. 结构保持算法在非线性固体和弹性多体动力学中表现出优越的长期数值稳定性。本文给出了两梁间载流子滑动接触副组合的大型柔性动力系统的时间积分器。时间积分器保持了一些结构特征,包括动量、能量、辛度等。在梁的建模研究中,将基于指向性的几何精确梁公式与三维绝对节点坐标梁公式进行了比较,后者也广泛应用于细长结构的动力建模中。考虑了滑动线上相邻单元间的滑动接触过渡,保持了滑动接触的连续性。结构保持方法已嵌入到动态分析的数值求解器中。在对柔性梁进行滑动接触的动力学分析中,证明了结构保持方法在能量和动量保持性能上优于时间衰减方法。
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