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Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams

The finite element method is a powerful tool even for non-linear materials’ modeling. But commercial solutions are limited and many novel materials do not follow standard constitutive equations on a macroscopic scale. Thus, is it required that new constitutive equations are implemented into the fini...

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Detalles Bibliográficos
Autor principal: Öchsner, Andreas
Lenguaje:eng
Publicado: Springer 2014
Materias:
Acceso en línea:https://dx.doi.org/10.1007/978-3-662-44225-8
http://cds.cern.ch/record/1952349
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author Öchsner, Andreas
author_facet Öchsner, Andreas
author_sort Öchsner, Andreas
collection CERN
description The finite element method is a powerful tool even for non-linear materials’ modeling. But commercial solutions are limited and many novel materials do not follow standard constitutive equations on a macroscopic scale. Thus, is it required that new constitutive equations are implemented into the finite element code. However, it is not sufficient to simply implement only the equations but also an appropriate integration algorithm for the constitutive equation must be provided. This book is restricted to one-dimensional plasticity in order to reduce and facilitate the mathematical formalism and theory and to concentrate on the basic ideas of elasto-plastic finite element procedures. A comprehensive set of completely solved problems is designed for the thorough understand of the presented theory. After working with this new book and reviewing the provided solved and supplementary problems, it should be much easier to study and understand the advanced theory and the respective text books.
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institution Organización Europea para la Investigación Nuclear
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publishDate 2014
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spelling cern-19523492021-04-21T20:52:33Zdoi:10.1007/978-3-662-44225-8http://cds.cern.ch/record/1952349engÖchsner, AndreasElasto-plasticity of frame structure elements: modeling and simulation of rods and beamsEngineeringThe finite element method is a powerful tool even for non-linear materials’ modeling. But commercial solutions are limited and many novel materials do not follow standard constitutive equations on a macroscopic scale. Thus, is it required that new constitutive equations are implemented into the finite element code. However, it is not sufficient to simply implement only the equations but also an appropriate integration algorithm for the constitutive equation must be provided. This book is restricted to one-dimensional plasticity in order to reduce and facilitate the mathematical formalism and theory and to concentrate on the basic ideas of elasto-plastic finite element procedures. A comprehensive set of completely solved problems is designed for the thorough understand of the presented theory. After working with this new book and reviewing the provided solved and supplementary problems, it should be much easier to study and understand the advanced theory and the respective text books.Springeroai:cds.cern.ch:19523492014
spellingShingle Engineering
Öchsner, Andreas
Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title_full Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title_fullStr Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title_full_unstemmed Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title_short Elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
title_sort elasto-plasticity of frame structure elements: modeling and simulation of rods and beams
topic Engineering
url https://dx.doi.org/10.1007/978-3-662-44225-8
http://cds.cern.ch/record/1952349
work_keys_str_mv AT ochsnerandreas elastoplasticityofframestructureelementsmodelingandsimulationofrodsandbeams