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A similarity transformation leading to an exact transfer matrix for the composite beam-column with refined zigzag kinematics: A benchmark example

机译:相似转换导致具有精确曲折运动学的复合梁柱的精确传递矩阵:一个基准示例

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The Refined Zigzag Theory (RZT), developed by Tessler et al. (2009) is among the most promising approaches for analysing composite structures today. Since its appearance many contributions have been published dealing with finite elements for laminated structures based on the efficient kinematic of RZT. The governing equations can be assembled in a first order differential system and could be solved by different numerical strategies, e.g., finite difference methods, Runge-Kutta methods or the transfer matrix method. In this work a new approach for the analysis of laminated composite beams will be presented which can be considered as exact. The first order differential system is solved here by following two parallel approaches in establishing the transfer matrix: a series solution and a similarity transformation. The proposed similarity transformation is based on a Jordan Decomposition using the eigensystem of the system matrix and leads to an explicit and analytical form of the transfer matrix for the static case. The solution procedure - as presented in Wimmer & Nachbagauer (2018) - is reflected here in short. As the main contribution of this work, the main advantages of the proposed similarity transformation are carved out and used to produce a text example leading to exact results. On the one hand, with the well-known relations between the transfer- and the stiffness matrix an exact version of the latter one can be obtained. On the other hand, as a further advantage, this procedure provides the exact values of the first derivatives of the essential kinematic variables. Therefore, the exact values can be used to calculate the strains and stresses in the laminate exactly in the framework of the RZT. The input data as well as the results for a representative sandwich beam example, which can serve as a benchmark test for other approximate solutions, is presented here in detail.
机译:Tessler等人开发的精细曲折理论(RZT)。 (2009年)是当今分析复合结构最有前途的方法之一。由于它的出现,已经发表了许多有关基于RZT有效运动的层状结构有限元的著作。控制方程可以组装在一阶微分系统中,并且可以通过不同的数值策略来求解,例如有限差分法,Runge-Kutta方法或传递矩阵法。在这项工作中,将提出一种分析层压复合材料梁的新方法,可以认为是精确的。在建立传输矩阵时,以下两种并行方法可解决一阶微分系统的问题:串行解和相似性变换。拟议的相似性变换基于使用系统矩阵特征系统的约旦分解,并导致静态情况下传递矩阵的显式和解析形式。如Wimmer&Nachbagauer(2018)所述的解决程序简述如下。作为这项工作的主要贡献,提出的相似性变换的主要优点被雕刻出来,并用于产生文本示例,从而获得精确的结果。一方面,利用传递矩阵和刚度矩阵之间的众所周知的关系,可以获得后者的精确形式。另一方面,作为另一个优点,该过程提供了基本运动学变量的一阶导数的精确值。因此,可以使用精确值精确地在RZT框架内计算层压板中的应变和应力。此处详细介绍了输入数据以及代表性夹层梁示例的结果,该示例可作为其他近似解决方案的基准测试。

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