Modal Reduction Procedures for Flexible Multibody System Applications

Matteo Scapolan, M. Shan, O. Bauchau
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Abstract

The comprehensive simulation of flexible multibody systems calls for the ability to model various types of structural components such as rigid bodies, beams, plates, and kinematic joints. Modal components test offer additional modeling versatility by enabling the treatment of complex, three-dimensional structures via modal reduction procedures based on the small deformation assumption. In this paper, the problem is formulated within the framework of the motion formalism. The kinematic description involves simple, straightforward frame transformations and leads to deformation measures that are both objective and tensorial. Derivatives are expressed in the material frame, which results in the remarkable property that the tangent matrices are independent of the configuration of the modal component with respect to an inertial frame. This implies a reduced level of geometric nonlinearity as compared to standard description. In particular, geometrically nonlinear problems can be solved with the constant tangent matrices of the reference configuration, without re-evaluation and re-factorization.
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柔性多体系统应用的模态化简程序
柔性多体系统的综合仿真要求能够模拟各种类型的结构部件,如刚体、梁、板和运动关节。模态组件测试通过基于小变形假设的模态简化程序来处理复杂的三维结构,从而提供了额外的建模多功能性。本文在运动形式主义的框架内阐述了这一问题。运动学描述涉及简单、直接的框架变换,并导致客观和张量的变形测量。导数是在物质坐标系中表示的,这就产生了一个显著的性质,即切矩阵与模态分量相对于惯性坐标系的构型无关。这意味着与标准描述相比,几何非线性水平降低了。特别是,几何非线性问题可以用参考位形的常切矩阵来解决,而不需要重新求值和重新分解。
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