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Optimization of structures in frictional contact
DYNAmore Nordic AB, Linköping.
Linköpings universitet, Institutionen för ekonomisk och industriell utveckling, Mekanik. Linköpings universitet, Tekniska högskolan.ORCID-id: 0000-0001-8460-0131
2012 (engelsk)Inngår i: Computer Methods in Applied Mechanics and Engineering, ISSN 0045-7825, E-ISSN 1879-2138, Vol. 205-208, nr S1, s. 83-90Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

This paper describes a new approach to optimization of linear elastic structures in frictional contact. It uses a novel method to determine an, in a specified sense, likely equilibrium state of the structure, using only the static equilibrium conditions. That is, no complex dynamic/quasi-static analyses have to be performed. The approach has the advantage that it is not necessary to know the complete load history, which is most often unknown for practical problems. To illustrate the theory, numerical results are given for the optimal design problem of sizing a truss to attain a more uniform normal contact force distribution.

sted, utgiver, år, opplag, sider
Elsevier, 2012. Vol. 205-208, nr S1, s. 83-90
Emneord [en]
Contact; Friction; Structural optimization; Sensitivity analysis
HSV kategori
Identifikatorer
URN: urn:nbn:se:liu:diva-73555DOI: 10.1016/j.cma.2011.02.014ISI: 000300130100008OAI: oai:DiVA.org:liu-73555DiVA, id: diva2:474388
Tilgjengelig fra: 2012-01-09 Laget: 2012-01-09 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

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