Abstract
We consider semidefinite programming (SDP) formulations of certain truss topology optimization problems, where a lower bound is imposed on the fundamental frequency of vibration of the truss structure. These SDP formulations were introduced in Ohsaki et al. (Comp. Meth. Appl. Mech. Eng. 180:203-217, 1999). We show how one may automatically obtain symmetric designs, by eliminating the 'redundant' symmetry in the SDP problem formulation. This has the advantage that the original SDP problem is substantially reduced in size for trusses with large symmetry groups.
Original language | English (US) |
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Pages (from-to) | 331-349 |
Number of pages | 19 |
Journal | Optimization and Engineering |
Volume | 10 |
Issue number | 3 |
DOIs | |
State | Published - 2009 |
Externally published | Yes |
Funding
Acknowledgements The first author kindly acknowledges support of the National Science Foundation of China (No. 10771133) and the program of Shanghai Pujiang (No. 06PJ14039).
Keywords
- Group symmetry
- Semidefinite programming
- Truss topology optimization
ASJC Scopus subject areas
- Software
- Civil and Structural Engineering
- Aerospace Engineering
- Mechanical Engineering
- Control and Optimization
- Electrical and Electronic Engineering