Please use this identifier to cite or link to this item: http://cybertesis.uni.edu.pe/handle/uni/3551
Title: Buckling and free vibration of laminated beams with arbitrary boundary conditions using a refined HSDT
Authors: Canales, F. G.
Mantari, J. L.
Keywords: Beam;Composite;Vibration;Buckling;Analytical
Issue Date: Jun-2016
Publisher: Elsevier Ltd
Related URI: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84975865186&doi=10.1016%2fj.compositesb.2016.06.024&partnerID=40&md5=083e86cd556f16a2388d57e3565c4b5a
Abstract: This paper presents an analytical solution for the buckling and free vibration analysis of laminated beams by using a generalized higher order shear deformation theory (HSDT) which includes the thickness stretching effect. Further development of HSDTs for beams can be done just by modifying the shear strain shape functions. The eigenvalue equation is derived by employing the Rayleigh quotient, using a Ritz solution to approximate the displacement field and Lagrange multipliers to consider the boundary conditions. Ritz solution with hybrid series is used to improve the accuracy of the results. Convergence of the results is analyzed. For validation, numerical results of the present theory are compared with other theories and the 3D FEM solutions. Nondimensional frequencies and critical buckling loads are obtained for a variety of stacking sequences.
URI: http://cybertesis.uni.edu.pe/handle/uni/3551
ISSN: 13598368
E-mail: giaf.can@gmail.com
jmantari@utec.edu.pe
Rights: info:eu-repo/semantics/embargoedAccess
Appears in Collections:Instituto General de Investigación (IGI)



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