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Effectively solving structural dynamics problems using modal damping in physical coordinates

机译:有效地解决了物理坐标中模态阻尼的结构动力学问题

摘要

Embodiments provide methods and systems for modeling mechanical features of a structural dynamic system. A method according to an embodiment provides, in computer memory, a finite element model representing a structural dynamic system. Next, in a processor coupled to the computer memory, a system of equations with a first term representing a linear combination of a mass, a stiffness, and a damping of the finite element model and a second term representing modal damping is solved. According to such an embodiment, the system of equations is solved using the Sherman-Morrison-Woodbury formula or a preconditioned iterative method. In turn, an improved 3D model of a real world object based on the finite element model is formed utilizing results of the solved system of equations with the finite element model and modal damping to model mechanical features of the represented structural dynamic system.
机译:实施例提供用于建模结构动态系统的机械特征的方法和系统。根据实施例的方法在计算机存储器中提供了表示结构动态系统的有限元模型。接下来,在耦合到计算机存储器的处理器中,解决了具有第一术语的方程系统,其表示质量,刚度和有限元模型的阻尼的线性组合和表示模态阻尼的第二术语。根据这样的实施例,使用Sherman-Morrison-Woodbury公式或预处理的迭代方法来解决方程系统。反过来,利用有限元模型和模型阻尼的方程式的求解系统的结果,形成了基于有限元模型的改进的基于有限元模型的改进的3D模型。

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