liu.seSearch for publications in DiVA
Endre søk
RefereraExporteraLink to record
Permanent link

Direct link
Referera
Referensformat
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • oxford
  • Annet format
Fler format
Språk
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Annet språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf
A heuristic smoothing procedure for avoiding local optima in optimization of structures subject to unilateral constraints
Linkoping Univ, Dept Mech Engn, Div Mech, SE-58183 Linkoping, Sweden.
2000 (engelsk)Inngår i: Structural and multidisciplinary optimization (Print), ISSN 1615-147X, E-ISSN 1615-1488, Vol. 20, nr 1, s. 29-36Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Structural optimization problems are often solved by gradient-based optimization algorithms, e.g. sequential quadratic programming or the method of moving asymptotes. If the structure is subject to unilateral constraints, then the gradient may be nonexistent for some designs. It follows that difficulties may arise when such structures are to be optimized using gradient-based optimization algorithms. Unilateral constraints arise, for instance, if the structure may come in frictionless contact with an obstacle. This paper presents a heuristic smoothing procedure (HSP) that lessens the risk that gradient-based optimization algorithms get stuck in (nonglobal) local optima of structural optimization problems including unilateral constraints. In the HSP, a sequence of optimization problems must be salved. All these optimization problems have well-defined gradients and are therefore well-suited for gradient-based optimization algorithms. It is proves that the solutions of this sequence of optimization problems converge to the solution of the original structural optimization problem. The HSP is illustrated in a few numerical examples. The computational results show that the HSP can be an effective method for avoiding local optima.

sted, utgiver, år, opplag, sider
2000. Vol. 20, nr 1, s. 29-36
Emneord [en]
unilateral constraints, smoothing procedure, gradient-based algorithms, finite elements, method of moving asymptotes (MMA), trusses
HSV kategori
Identifikatorer
URN: urn:nbn:se:liu:diva-49598OAI: oai:DiVA.org:liu-49598DiVA, id: diva2:270494
Tilgjengelig fra: 2009-10-11 Laget: 2009-10-11 Sist oppdatert: 2021-12-22
Inngår i avhandling
1. Optimization of Structures in Contact
Åpne denne publikasjonen i ny fane eller vindu >>Optimization of Structures in Contact
1999 (engelsk)Doktoravhandling, med artikler (Annet vitenskapelig)
Abstract [en]

This dissertation addresses the problem of developing theory, algorithms and computational methodology for optimization of structures in contact. Three particular research problems are studied: (i) developing efficient and reliable optimization algorithms for solving structural optimization problems including contact, (ii) creating more realistic state problems for structures in frictional contact, and (iii) developing computational methodology for shape optimization of structures in frictionless contact. The study is limited to structures that are linearly elastic and undergo small deformations.

The main contribution made with respect to research problem (i) is a smoothing algorithm for the nested formulation of the structural optimization problem including contact. Numerical experiments show that the algorithm can produce better designs than the traditional sequential convex programming algorithms used in structural optimization.

With respect to (ii) the main contribution is the formulation of a state problem, the likely-state problem, for structures in frictional contact that does not use the load history. The new state problem is an alternative to the physically unrealistic static friction model used in previous work. The new state problem is also suited for optimization of structures in frictional contact.

With respect to (iii) the main contribution is a computational methodology for shape optimization of structures in frictionless contact, which provides a basis for developing user-friendly structural optimization software. For evaluation a software implementation has been created. This software is the first to combine modern methods such as an adaptive finite element method, an accurate contact solver, and analytic sensitivity analysis in one system. It is also user-friendly and efficient.

sted, utgiver, år, opplag, sider
Linköping: Linköping University, 1999. s. 14
Serie
Linköping Studies in Science and Technology. Dissertations, ISSN 0345-7524 ; 615
HSV kategori
Identifikatorer
urn:nbn:se:liu:diva-181978 (URN)9172196459 (ISBN)
Disputas
2000-03-03, C3, Hus C, Linköpings universitet, Linköping, 10:15
Opponent
Merknad

All or some of the partial works included in the dissertation are not registered in DIVA and therefore not linked in this post.

Tilgjengelig fra: 2021-12-22 Laget: 2021-12-22 Sist oppdatert: 2023-03-14bibliografisk kontrollert

Open Access i DiVA

Fulltekst mangler i DiVA

I samme tidsskrift
Structural and multidisciplinary optimization (Print)

Søk utenfor DiVA

GoogleGoogle Scholar

urn-nbn

Altmetric

urn-nbn
Totalt: 72 treff
RefereraExporteraLink to record
Permanent link

Direct link
Referera
Referensformat
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • oxford
  • Annet format
Fler format
Språk
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Annet språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf