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.
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1 February 1993
Review Article|
February 01 1993
STRUCTURAL SHAPE OPTIMIZATION OF VIBRATING SHELLS AND FOLDED PLATES USING TWO‐NODED FINITE STRIPS
E. HINTON;
E. HINTON
Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK
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M. ÖZAKÇA;
M. ÖZAKÇA
Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK
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N.V.R. RAO
N.V.R. RAO
Department of Civil Engineering, University College of Swansea, Swansea SA2 8PP, UK
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1993
Engineering Computations (1993) 10 (2): 139–157.
Citation
HINTON E, ÖZAKÇA M, RAO N (1993), "STRUCTURAL SHAPE OPTIMIZATION OF VIBRATING SHELLS AND FOLDED PLATES USING TWO‐NODED FINITE STRIPS". Engineering Computations, Vol. 10 No. 2 pp. 139–157, doi: https://doi.org/10.1108/eb023899
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