Change search
ReferencesLink to record
Permanent link

Direct link
A note on stress-constrained truss topology optimization
KTH, Superseded Departments, Mathematics.
2003 (English)In: Structural and multidisciplinary optimization (Print), ISSN 1615-147X, E-ISSN 1615-1488, Vol. 25, no 1, 62-64 p.Article in journal (Refereed) Published
Abstract [en]

The purpose of this brief note is to demonstrate that general-purpose optimization methods and codes should not be discarded when dealing with stress-constrained truss topology optimization. By using a disaggregated formulation of the considered problem, such methods may find also "singular optima", without using perturbation techniques like the epsilon-relaxed approach.

Place, publisher, year, edition, pages
2003. Vol. 25, no 1, 62-64 p.
Keyword [en]
truss topology optimization, stress constraints, local buckling, constraints
URN: urn:nbn:se:kth:diva-22418DOI: 10.1007/s00158-002-0273-4ISI: 000182195200007OAI: diva2:341116
QC 20100525Available from: 2010-08-10 Created: 2010-08-10Bibliographically approved

Open Access in DiVA

No full text

Other links

Publisher's full text

Search in DiVA

By author/editor
Svanberg, Krister
By organisation
In the same journal
Structural and multidisciplinary optimization (Print)

Search outside of DiVA

GoogleGoogle Scholar
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

Altmetric score

Total: 30 hits
ReferencesLink to record
Permanent link

Direct link