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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 102
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING
Edited by:
Paper 225

Design of Structures subject to Multiple Loading or Multiple Support Conditions with a SERA Method

C. Alonso Gordoa1, R. Ansola Loyola1 and O.M. Querin2

1Department of Mechanical Engineering. University of The Basque Country, Bilbao, Spain
2School of Mechanical Engineering, University of Leeds, United Kingdom

Full Bibliographic Reference for this paper
C. Alonso Gordoa, R. Ansola Loyola, O.M. Querin, "Design of Structures subject to Multiple Loading or Multiple Support Conditions with a SERA Method", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 225, 2013. doi:10.4203/ccp.102.225
Keywords: topology optimization, minimum compliance, multiple loads, multiple supports, SERA method.

Summary
Multiple topology optimization methods for structural optimization problems can be found in the literature. Among this wide range is the sequential element rejection and admission (SERA) method for fully stressed design. This procedure allows material to flow between two different material models: 'real' and 'virtual'. It works with two separate criteria for the rejection and admission of elements to efficiently achieve the optimum design and was proposed to overcome the problems encountered by the ESO and BESO methods. In this paper, the SERA method is extended to design structures with minimum compliance under multiple loading and multiple support conditions. Benchmark problems are included to show the validity of the method.

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