基于绝对节点坐标公式的计算机辅助设计与分析集成

P. Lan, Man-shing Liu
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引用次数: 7

摘要

本研究的目的是开发一种使用绝对节点坐标公式(ANCF)集成计算机辅助设计与分析(ICADA)的新程序。Bezier、b样条和NURBS是CAD系统中广泛使用的几何描述方法。介绍了一种新的将几何描述与ANCF有限元分析相结合的计算机程序。该过程基于开发一个线性变换,该变换可用于将Bezier和b样条表示系统地转换为保持相同几何形状的ANCF有限元网格。为了描述非有理有限元方法无法描述的有理Bezier曲线和NURBS曲线等复杂几何形状,提出了一种新的有理绝对节点坐标公式(RANCF)。RANCF有限元将保留ANCF有限元的重要特性,允许在梁、板和壳结构的情况下直接实现一般非线性本构方程。RANCF有限元可以正确地描述任意刚体位移,并通过假设进入有理函数公式的权重保持不变而得到恒定的质量矩阵。因此,科里奥利力和离心力在这个新公式中等于零。利用本文提出的变换,可以建立精确表示CAD系统中使用的几何形状的有限元网格的运动方程。这种线性转变将有利于ICADA。采用大应变理论来表示非线性弹性力。最后给出了数值算例,以说明该方法在计算机上的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Integration of Computer Aided Design and Analysis Using the Absolute Nodal Coordinate Formulation
The goal of this study is to develop a new procedure for the integration of computer aided design and analysis (ICADA) using absolute nodal coordinate formulation (ANCF). Bezier, B-spline and NURBS are widely used as geometric description in CAD system. A new computer procedure is introduced for the integration of geometric description and the ANCF finite element analysis. The procedure is based on developing a linear transformation that can be used to transform systematically the Bezier and B-spline representation to an ANCF finite element mesh preserving the same geometry. To describe complex geometric shapes such as rational Bezier and NURBS curves that can not be described using non-rational finite element methods, a new rational absolute nodal coordinate formulation (RANCF) is used. RANCF finite elements will preserve the important properties of ANCF finite elements that allow for straight forward implementation of general nonlinear constitutive equations in the case of beam, plate and shell structures. RANCF finite elements will correctly describe arbitrary rigid body displacement and will lead to constant mass matrix by assuming that the weights that enter into the formulation of the rational functions remain constant. As a consequence, the Coriolis and centrifugal forces will be identically equal to zero in this new formulation. Using the transformation developed in this paper, the equations of motion of a finite element mesh that represents exactly the geometry used in CAD system can be developed. Such a linear transformation will facilitate the ICADA. A large strain theory is used to formulate the nonlinear elastic forces. Numerical examples are presented in order to demonstrate the use of the computer implementation of the method.
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