Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods

The aim of this study is to compare two available numerical tools for solving of partial differential equations for the optimal design of structures. In the past years numerous methods were developed for topology optimization, from these we have adopted the optimality criteria (OC) approach. The mai...

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Main Authors: Balogh Bence, Lógó János
Format: Article
Language:English
Published: Sciendo 2015-12-01
Series:Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Subjects:
FEM
FSM
Online Access:http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0004/tvsb-2015-0004.xml?format=INT
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spelling doaj-487dffe83823468a80a21ea3cbe3a9092020-11-24T21:33:01ZengSciendoTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242015-12-0115210.1515/tvsb-2015-0004tvsb-2015-0004Optimization Of Curved Plated Structures With The Finite Strip And Finite Element MethodsBalogh Bence0Lógó János1 Bence Balogh, PhD student, Budapest University of Technology and Economics, Műegyetem rkp. 3, Budapest, Hungary János Lógó, Associate professor, Budapest University of Technology and Economics, Műegyetem rkp. 3, Budapest, HungaryThe aim of this study is to compare two available numerical tools for solving of partial differential equations for the optimal design of structures. In the past years numerous methods were developed for topology optimization, from these we have adopted the optimality criteria (OC) approach. The main idea is that we state the optimal conditions, that the minimizer has to fulfil at the end of an iterative proves. This method however is not a general one, only advantageous in the case of separable problems, but comes with fast speed, easy programming, and a relative insensitivity of computational time to the number of variables. In the paper we suggest a new method for the elimination of a numerical error, the so called ‘checkerboard pattern’. In the presented examples we applied one loading case and an elastic material behaviour. The cost function is the net weight of the structure and upper bound of the compliance is set as the optimality constraint.http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0004/tvsb-2015-0004.xml?format=INTTopologyoptimizationoptimality criteriafinite element methodfinite strip methodFEMFSM
collection DOAJ
language English
format Article
sources DOAJ
author Balogh Bence
Lógó János
spellingShingle Balogh Bence
Lógó János
Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Topology
optimization
optimality criteria
finite element method
finite strip method
FEM
FSM
author_facet Balogh Bence
Lógó János
author_sort Balogh Bence
title Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
title_short Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
title_full Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
title_fullStr Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
title_full_unstemmed Optimization Of Curved Plated Structures With The Finite Strip And Finite Element Methods
title_sort optimization of curved plated structures with the finite strip and finite element methods
publisher Sciendo
series Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
issn 1804-4824
publishDate 2015-12-01
description The aim of this study is to compare two available numerical tools for solving of partial differential equations for the optimal design of structures. In the past years numerous methods were developed for topology optimization, from these we have adopted the optimality criteria (OC) approach. The main idea is that we state the optimal conditions, that the minimizer has to fulfil at the end of an iterative proves. This method however is not a general one, only advantageous in the case of separable problems, but comes with fast speed, easy programming, and a relative insensitivity of computational time to the number of variables. In the paper we suggest a new method for the elimination of a numerical error, the so called ‘checkerboard pattern’. In the presented examples we applied one loading case and an elastic material behaviour. The cost function is the net weight of the structure and upper bound of the compliance is set as the optimality constraint.
topic Topology
optimization
optimality criteria
finite element method
finite strip method
FEM
FSM
url http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0004/tvsb-2015-0004.xml?format=INT
work_keys_str_mv AT baloghbence optimizationofcurvedplatedstructureswiththefinitestripandfiniteelementmethods
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