Isogeometric Analysis of Euler-Bernoulli Beam Element

B. Gan
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引用次数: 0

Abstract

Abstract: The Isogeometric analysis is a computational geometry based on a series of polynomial functions (Non-Uniform Rational B-Spline, NURBS) which are assembled to represent the exact geometry. In the Isogeometric analysis, the curvature geometry of the beam element can be represented exactly. The conventional beam element can be developed by using the Isogeometric approach which is based on Euler-Bernoulli principle which is under the assumption that the dimension of the beam cross section is small compared with the length of the beam. The geometric shape of the beam and the shape functions formulation of the element can be formulated by using the Isogeometric approach. This paper highlights the application of the NURBS for the Euler-Bernoulli beam element in the context of finite element analysis. Examples are given to verify the effectiveness of the Isogeometric approach in static and free vibration problems.
欧拉-伯努利梁单元的等几何分析
摘要等几何分析是一种基于一系列多项式函数(非均匀有理b样条NURBS)的计算几何,这些多项式函数组合在一起表示精确几何。在等几何分析中,梁单元的曲率几何可以精确地表示出来。传统的梁单元可以采用基于欧拉-伯努利原理的等几何方法来求解,该方法假定梁的截面尺寸相对于梁的长度较小。梁的几何形状和单元的形状函数可以用等几何方法表示。本文重点介绍了NURBS在欧拉-伯努利梁单元有限元分析中的应用。算例验证了等几何方法在静振动和自由振动问题中的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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