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STRUCTURAL SHAPE OPTIMIZATION OF VIBRATING SHELLS AND FOLDED PLATES USING TWO‐NODED FINITE STRIPS

E. HINTON (Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK)
M. ÖZAKÇA (Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK)
N.V.R. RAO (Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 February 1993

70

Abstract

This paper deals with structural shape optimization of vibrating prismatic shells and folded plates. The finite strip method is used to determine the natural frequencies and modal shapes based on Mindlin‐Reissner shell theory which allows for transverse shear deformation and rotatory inertia effects. An automated optimization procedure is adopted which integrates finite strip analysis, parametric cubic spline geometry definition, automatic mesh generation, sensitivity analysis and mathematical programming methods. The objective is to maximize the fundamental frequency by changing thickness and shape design variables defining the cross‐section of the structure, with a constraint that the total volume of the structure remains constant. A series of examples is presented to highlight various features of the optimization procedure as well as the accuracy and efficiency of finite strip method.

Keywords

Citation

HINTON, E., ÖZAKÇA, M. and RAO, N.V.R. (1993), "STRUCTURAL SHAPE OPTIMIZATION OF VIBRATING SHELLS AND FOLDED PLATES USING TWO‐NODED FINITE STRIPS", Engineering Computations, Vol. 10 No. 2, pp. 139-157. https://doi.org/10.1108/eb023899

Publisher

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MCB UP Ltd

Copyright © 1993, MCB UP Limited

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