Three-dimensional Cylindrical Truss Structures:
A Case Study For Topological Optimization
Author(s)
P. Dewhurst, D. G. Taggart, R. B. Waterman & S. Heinemann
Abstract
A general minimum-weight cylindrical structural layout for the support of any
combination of axial and torsional loading has been developed. The principal
intention in this work is to provide a test case for 3-dimensional numerical
topological optimization. It is anticipated that the solution may present a
challenge, since for the small angular spacing of the truss elements the internal
radial force component is always of the order of magnitude of the angular
spacing for any arbitrary selected pair of helix families. Moreover for a wide
range of solutions slender members are an essential part of the topology.
A novel finite element topology optimization procedure is presented based on
the application of Beta probability density and cumulative distribution functions.
The procedure utilizes a family of Beta functions which provide a smooth
transition from a uniform to a bi-modal density distribution, with constant
probability mean to conserve constant mass.
Keywords: Michell structure, topological optimization, beta function.
Keywords
Michell structure, topological optimization, beta function.
Related Book
Other papers in this volume
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