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Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method

B. Suárez (ETS Ingenieros de Caminos, Canales y Puertos, Technical University of Catalonia, Jordi Girona Salgado 31, Barcelona 08034, Spain)
J. Miquel Canet (ETS Ingenieros de Caminos, Canales y Puertos, Technical University of Catalonia, Jordi Girona Salgado 31, Barcelona 08034, Spain)
E. Oñate (ETS Ingenieros de Caminos, Canales y Puertos, Technical University of Catalonia, Jordi Girona Salgado 31, Barcelona 08034, Spain)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 February 1988

48

Abstract

A unified approach for the vibration analysis of curved or straight prismatic plates and bridges and axisymmetric shells using a finite strip method based in Reissner—Mindlin shell theory is presented. Details of obtaining all relevant strip matrices and vectors are given. It is also shown how the use of the simple linear two node strip with reduced integration leads to direct explicit forms of all relevant matrices. Examples of application which show the accuracy of the linear strip for free vibration analysis of structures are presented.

Citation

Suárez, B., Miquel Canet, J. and Oñate, E. (1988), "Free vibration analysis of plates, bridges and axisymmetric shells using a thick finite strip method", Engineering Computations, Vol. 5 No. 2, pp. 158-164. https://doi.org/10.1108/eb023734

Publisher

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MCB UP Ltd

Copyright © 1988, MCB UP Limited

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