Structural and Topology Optimization of Complex Civil Engineering Structures

Frederik Hald, Poul Henning Kirkegaard, Lars Vabbersgaard Andersen

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

Abstract

This paper shows the use of topology optimization for finding an optimized form for civil engineering structures. Today topology optimization and shape optimization have been integrated in several commercial finite element codes. Here, the topology of two complex civil engineering structures will be optimized using the commercial code Abaqus CAE. The structures are: a bucket foundation for an off-shore submarine structure for a wind turbine, and a pedestrian footbridge over a freeway. The topology optimization method used is the SIMP method, based on minimizing the structures' compliance. Complex load patterns and dynamic loading lead to implantation of constraints of the optimization. These constraints will influence and change the final topology.
OriginalsprogEngelsk
Titel Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing
RedaktørerB. H. V. Topping, P. Iványi
Antal sider20
UdgivelsesstedStirlingshire
ForlagCivil-Comp Press
Publikationsdato2013
ISBN (Trykt)978-1-905088-57-7
DOI
StatusUdgivet - 2013
BegivenhedThe Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing - Cargliari, Italien
Varighed: 3 sep. 20136 sep. 2013

Konference

KonferenceThe Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing
Land/OmrådeItalien
ByCargliari
Periode03/09/201306/09/2013
NavnCivil-Comp Proceedings
Nummer102
ISSN1759-3433

Bibliografisk note

Paper no. 224

Emneord

  • Topology Optimization
  • Structural Optimization
  • SIMP Method
  • Abaqus CAE
  • Rotation Constraint
  • Eigenfrequency Constraint

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