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{"title":"Application of GA Optimization in Analysis of Variable Stiffness Composites","authors":"Nasim Fallahi, Erasmo Carrera, Alfonso Pagani","volume":170,"journal":"International Journal of Materials and Metallurgical Engineering","pagesStart":65,"pagesEnd":71,"ISSN":"1307-6892","URL":"https:\/\/publications.waset.org\/pdf\/10011872","abstract":"Variable angle tow describes the fibres which are<br \/>\r\ncurvilinearly steered in a composite lamina. Significantly, stiffness<br \/>\r\ntailoring freedom of VAT composite laminate can be enlarged and<br \/>\r\nenabled. Composite structures with curvilinear fibres have been<br \/>\r\nshown to improve the buckling load carrying capability in contrast<br \/>\r\nwith the straight laminate composites. However, the optimal design<br \/>\r\nand analysis of VAT are faced with high computational efforts<br \/>\r\ndue to the increasing number of variables. In this article, an<br \/>\r\nefficient optimum solution has been used in combination with 1D<br \/>\r\nCarrera’s Unified Formulation (CUF) to investigate the optimum fibre<br \/>\r\norientation angles for buckling analysis. The particular emphasis is<br \/>\r\non the LE-based CUF models, which provide a Lagrange Expansions<br \/>\r\nto address a layerwise description of the problem unknowns.<br \/>\r\nThe first critical buckling load has been considered under simply<br \/>\r\nsupported boundary conditions. Special attention is lead to the<br \/>\r\nsensitivity of buckling load corresponding to the fibre orientation<br \/>\r\nangle in comparison with the results which obtain through the<br \/>\r\nGenetic Algorithm (GA) optimization frame and then Artificial<br \/>\r\nNeural Network (ANN) is applied to investigate the accuracy of<br \/>\r\nthe optimized model. As a result, numerical CUF approach with<br \/>\r\nan optimal solution demonstrates the robustness and computational<br \/>\r\nefficiency of proposed optimum methodology.","references":"[1] R. Olmedo and Z. G\u00a8urdal. Buckling response of lamiates with\r\nspatially varying fiber orientations. Structural Dynamics and Materials\r\nConference, Structures, 1993.\r\n[2] Z. Gurdal, B.F. Tatting, and C.K. Wu. Variable stiffness composite\r\npanels: Effects of stiffness variation on the in-plane and buckling\r\nresponse. Composites Part A: Applied Science and Manufacturing,\r\n39(5):911 \u2013 922, 2008.\r\n[3] Zhangming Wu, Paul M. Weaver, Gangadharan Raju, and Byung Chul\r\nKim. Buckling analysis and optimisation of variable angle tow\r\ncomposite plates. Thin-Walled Structures, 60:163 \u2013 172, 2012.\r\n[4] A.W. Leissa and A.F. Martin. Vibration and buckling of rectangular\r\ncomposite plates with variable fiber spacing. 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