ABSTRACT
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. For composite beam-columns C0-elements of different orders as well as p-type approximations have been formulated and utilized. 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. With the well-known relations between the transfer- and the stiffness matrix an exact version of the latter one can be obtained. As a further advantage, this procedure provides the exact values of the first derivatives of the essential kinematic variables, which are used to calculate the strains and stresses in the laminate. 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.
