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A finite element approach for the line-to-line contact interaction of thin beams with arbitrary orientation

机译:任意方向的薄线的线到线接触相互作用的有限元方法

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The objective of this work is the development of a novel finite element formulation describing the contact interaction of slender beams in complex 3D configurations involving arbitrary beam-to-beam orientations. It is shown in a mathematically concise manner that standard beam contact models based on a point-wise contact force fail to describe a considerable range of configurations, which are, however, likely to occur in practical applications. On the contrary, the formulation proposed here models beam-to-beam contact by means of distributed line forces, a procedure that is shown to be applicable for arbitrary geometrical configurations. The proposed formulation is based on a Gauss-point-to-segment type contact discretization and a penalty regularization of the contact constraint. By means of detailed theoretical and numerical investigations, it is shown that this approach is more suitable for beam contact than possible alternatives based on mortar type contact discretizations or constraint enforcement by means of Lagrange multipliers. The proposed formulation is enhanced by a consistently linearized integration interval segmentation avoiding numerical integration across strong discontinuities. In combination with a smoothed contact force law and the employed C-1-continuous beam elements, this procedure drastically reduces the numerical integration error, an essential prerequisite for optimal spatial convergence rates. The resulting line-to-line contact algorithm is supplemented by contact contributions of the beam endpoints, which represent boundary minima of the underlying minimal distance problem. Finally, a series of numerical test cases is analyzed in order to investigate the accuracy and consistency of the proposed formulation regarding integration error, spatial convergence behavior and resulting contact force distributions. For one of these test cases, an analytical solution based on the Kirchhoff theory of thin rods is derived, which can serve as valuable benchmark for the proposed model but also for future beam-to-beam contact formulations. (C) 2016 Elsevier B.V. All rights reserved.
机译:这项工作的目的是开发一种新颖的有限元公式,该公式描述了细长梁在复杂的3D配置中的接触相互作用,其中涉及任意的梁到梁方向。以数学上简洁的方式表明,基于点接触力的标准梁接触模型无法描述相当大的配置范围,但是在实际应用中很可能会发生这种情况。相反,此处提出的公式通过分布的线力模拟了梁对梁的接触,该过程显示适用于任意几何构型。所提出的公式基于高斯点对段类型的接触离散化和接触约束的惩罚正则化。通过详细的理论和数值研究,表明此方法比基于迫击炮类型接触离散化或通过拉格朗日乘数约束实施的可能替代方案更适合于梁接触。通过始终线性化的积分区间分段避免了跨越强不连续点的数值积分,从而增强了所提出的公式。结合平滑的接触力定律和采用的C-1连续梁单元,此过程可大大减少数值积分误差,这是获得最佳空间收敛速度的必要前提。最终的线对线接触算法由梁端点的接触贡献补充,这代表了基本最小距离问题的边界最小值。最后,分析了一系列数值测试案例,以研究所提出的公式关于积分误差,空间收敛行为和所得接触力分布的准确性和一致性。对于这些测试用例之一,得出了基于基尔霍夫细杆理论的分析解决方案,该解决方案可以为提出的模型提供有价值的基准,也可以为将来的梁对梁接触公式提供参考。 (C)2016 Elsevier B.V.保留所有权利。

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