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A formulation for large-scale truss optimization

A formulation for large-scale truss optimization
A formulation for large-scale truss optimization
This paper is realted to the optimization of trusses based on the minimum compliance method. There are two basic aims. First to show that the sizing problem of trusses can be cast as a second-order cone programming (SOCP) problem. This is feasible even if we consider multiple load cases and the design has to be basedon the worst case compliance. The benefit is that the problem can be solved easily using a standard software. The second aim is to show that the optimal connectivity can be obtained if we apply a heuristic which is based on SOCP duality. This means that we can simply consider a ground structure with some connections and after the solution of the sizing problem we can add only members which reduce the compliance. In this way we solve a sequence of numerical optimization problems. This is preferable than solving one sizing problem with all possilbe connections as this yields very large numerical optimization problems.
Makrodimopoulos, A.
ba87ad2d-2351-4bd4-bd22-de921b3a8070
Bhaskar, A.
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Keane, A.
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Makrodimopoulos, A.
ba87ad2d-2351-4bd4-bd22-de921b3a8070
Bhaskar, A.
d4122e7c-5bf3-415f-9846-5b0fed645f3e
Keane, A.
26d7fa33-5415-4910-89d8-fb3620413def

Makrodimopoulos, A., Bhaskar, A. and Keane, A. (2008) A formulation for large-scale truss optimization. 6th GRACM International Congress on Computational Mechanics, Thessaloniki, Greece. 19 - 21 Jun 2008. 9 pp .

Record type: Conference or Workshop Item (Paper)

Abstract

This paper is realted to the optimization of trusses based on the minimum compliance method. There are two basic aims. First to show that the sizing problem of trusses can be cast as a second-order cone programming (SOCP) problem. This is feasible even if we consider multiple load cases and the design has to be basedon the worst case compliance. The benefit is that the problem can be solved easily using a standard software. The second aim is to show that the optimal connectivity can be obtained if we apply a heuristic which is based on SOCP duality. This means that we can simply consider a ground structure with some connections and after the solution of the sizing problem we can add only members which reduce the compliance. In this way we solve a sequence of numerical optimization problems. This is preferable than solving one sizing problem with all possilbe connections as this yields very large numerical optimization problems.

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More information

Published date: 19 June 2008
Venue - Dates: 6th GRACM International Congress on Computational Mechanics, Thessaloniki, Greece, 2008-06-19 - 2008-06-21

Identifiers

Local EPrints ID: 64291
URI: http://eprints.soton.ac.uk/id/eprint/64291
PURE UUID: e729141a-d935-40ed-8a8c-8e557d30d4a8
ORCID for A. Keane: ORCID iD orcid.org/0000-0001-7993-1569

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Date deposited: 05 Jan 2009
Last modified: 16 Mar 2024 02:53

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Contributors

Author: A. Makrodimopoulos
Author: A. Bhaskar
Author: A. Keane ORCID iD

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