A critical study on phase-field modelling of fracture

Detalhes bibliográficos
Autor(a) principal: Hugo Mouro Leão
Data de Publicação: 2021
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Institucional da UFMG
Texto Completo: http://hdl.handle.net/1843/37980
https://orcid.org/0000-0003-2085-1972
Resumo: While the Griffith approach is based on a discrete description of a crack, in the so-called elastic degrading models, cracks are considered in a continuous way, and the energy released due to crack growth is controlled by the fracture energy and other material parameters, like the strength limits. Such an approach is not capable to represent the geometry of the region where the crack takes place. Also, it presents some well known limitations such as strong mesh-dependency, premature fracture initiation and instantaneous perfectly-brittle fracture. The research group where the present work takes place has a large and diverse experience concerning the formulation and implementation of models for cracking representation. A number of studies of the research group focused on the mitigation of the aforementioned limitations. Nowadays, Phase-field models have been used as an alternative approach to deal with fracture. These models consider a diffusive and smooth crack that belongs to a certain volume region where a function that describes the crack density is prescribed. Such models can detect cracks nucleation and, as their main advantage, can describe a sharp crack without worrying about the sharp crack itself. In this way, the phase-field model consists in incorporating an additional equation in the model to controls a continuous field variable that represents a smooth transition between the completely broken and unbroken material. This work is a natural consequence of the previous studies of the research group. It is a pioneer study of the group concerning phase-field models that aims to understand the main characteristics, advantages and drawbacks of phase-field models. All the computational implementations were done in the software INSANE (INteractive Structural ANalysis Environment), an open source software developed by the own research group.
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spelling Roque Luiz da Silva Pitangueirahttp://lattes.cnpq.br/6350941947291905Lapo GoriSamuel Silva PennaAdair Roberto Aguiarhttp://lattes.cnpq.br/0210799262299813Hugo Mouro Leão2021-09-10T16:52:52Z2021-09-10T16:52:52Z2021-05-19http://hdl.handle.net/1843/37980https://orcid.org/0000-0003-2085-1972While the Griffith approach is based on a discrete description of a crack, in the so-called elastic degrading models, cracks are considered in a continuous way, and the energy released due to crack growth is controlled by the fracture energy and other material parameters, like the strength limits. Such an approach is not capable to represent the geometry of the region where the crack takes place. Also, it presents some well known limitations such as strong mesh-dependency, premature fracture initiation and instantaneous perfectly-brittle fracture. The research group where the present work takes place has a large and diverse experience concerning the formulation and implementation of models for cracking representation. A number of studies of the research group focused on the mitigation of the aforementioned limitations. Nowadays, Phase-field models have been used as an alternative approach to deal with fracture. These models consider a diffusive and smooth crack that belongs to a certain volume region where a function that describes the crack density is prescribed. Such models can detect cracks nucleation and, as their main advantage, can describe a sharp crack without worrying about the sharp crack itself. In this way, the phase-field model consists in incorporating an additional equation in the model to controls a continuous field variable that represents a smooth transition between the completely broken and unbroken material. This work is a natural consequence of the previous studies of the research group. It is a pioneer study of the group concerning phase-field models that aims to understand the main characteristics, advantages and drawbacks of phase-field models. All the computational implementations were done in the software INSANE (INteractive Structural ANalysis Environment), an open source software developed by the own research group.Nos modelos de degradação elástica, a trinca é considerada de maneira distribuída, e a energia liberada devido ao seu crescimento é controlada pela energia de fratura e outros parâmetros do material, como os limites de resistência. Tal abordagem não é capaz de representar a geometria da região onde ocorre a trinca. Além disso, apresenta algumas limitações bem conhecidas, como forte dependência da malha, início prematuro da fratura e fratura perfeitamente frágil instantânea. O grupo de pesquisa onde surgiu esse trabalho possui uma vasta e diversificada experiência na formulação e implementação de modelos de representação de fissuras. Vários estudos deste grupo de pesquisa referem-se a tentativas de mitigar as limitações mencionadas. Atualmente, modelos de campo de fase têm sido usados como uma abordagem alternativa para lidar com fraturas. Esses modelos consideram uma trinca difusiva e suave pertencente a uma determinada região de volume no qual uma função que descreve a densidade de trincas é prescrita. Esses modelos podem detectar a nucleação de trincas e, como sua principal vantagem, conseguem descrever uma trinca discreta sem se preocupar com a geometria da trinca em si. Desta forma, o modelo de campo de fase consiste em incorporar uma equação adicional no modelo para controlar uma variável de campo contínuo que representa uma transição suave entre o material intacto e o completamente danificado. Este trabalho é uma consequência natural dos estudos anteriores do grupo de pesquisa sendo, neste grupo, um estudo pioneiro sobre modelos de campo de fase visando compreender as principais características, vantagens e desvantagens destes modelos. Todas as implementações computacionais foram feitas no programa INSANE (INteractive Structural ANalysis Environment), um programa gratuito desenvolvido pelo próprio grupo de pesquisa.CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível SuperiorengUniversidade Federal de Minas GeraisPrograma de Pós-Graduação em Engenharia de EstruturasUFMGBrasilENG - DEPARTAMENTO DE ENGENHARIA ESTRUTURASEngenharia de estruturasFraturaMétodo dos elementos finitosPhase field models of fractureElastic degrading modelsFinite element method based phase-field modelsA critical study on phase-field modelling of fractureinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMGLICENSElicense.txtlicense.txttext/plain; charset=utf-82118https://repositorio.ufmg.br/bitstream/1843/37980/8/license.txtcda590c95a0b51b4d15f60c9642ca272MD58ORIGINALmanuscript.pdfmanuscript.pdfapplication/pdf14644645https://repositorio.ufmg.br/bitstream/1843/37980/7/manuscript.pdf47e03b598925092f8086e2edf4f04955MD571843/379802021-09-10 13:52:52.656oai:repositorio.ufmg.br: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ório de PublicaçõesPUBhttps://repositorio.ufmg.br/oaiopendoar:2021-09-10T16:52:52Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false
dc.title.pt_BR.fl_str_mv A critical study on phase-field modelling of fracture
title A critical study on phase-field modelling of fracture
spellingShingle A critical study on phase-field modelling of fracture
Hugo Mouro Leão
Phase field models of fracture
Elastic degrading models
Finite element method based phase-field models
Engenharia de estruturas
Fratura
Método dos elementos finitos
title_short A critical study on phase-field modelling of fracture
title_full A critical study on phase-field modelling of fracture
title_fullStr A critical study on phase-field modelling of fracture
title_full_unstemmed A critical study on phase-field modelling of fracture
title_sort A critical study on phase-field modelling of fracture
author Hugo Mouro Leão
author_facet Hugo Mouro Leão
author_role author
dc.contributor.advisor1.fl_str_mv Roque Luiz da Silva Pitangueira
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/6350941947291905
dc.contributor.advisor-co1.fl_str_mv Lapo Gori
dc.contributor.referee1.fl_str_mv Samuel Silva Penna
dc.contributor.referee2.fl_str_mv Adair Roberto Aguiar
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/0210799262299813
dc.contributor.author.fl_str_mv Hugo Mouro Leão
contributor_str_mv Roque Luiz da Silva Pitangueira
Lapo Gori
Samuel Silva Penna
Adair Roberto Aguiar
dc.subject.por.fl_str_mv Phase field models of fracture
Elastic degrading models
Finite element method based phase-field models
topic Phase field models of fracture
Elastic degrading models
Finite element method based phase-field models
Engenharia de estruturas
Fratura
Método dos elementos finitos
dc.subject.other.pt_BR.fl_str_mv Engenharia de estruturas
Fratura
Método dos elementos finitos
description While the Griffith approach is based on a discrete description of a crack, in the so-called elastic degrading models, cracks are considered in a continuous way, and the energy released due to crack growth is controlled by the fracture energy and other material parameters, like the strength limits. Such an approach is not capable to represent the geometry of the region where the crack takes place. Also, it presents some well known limitations such as strong mesh-dependency, premature fracture initiation and instantaneous perfectly-brittle fracture. The research group where the present work takes place has a large and diverse experience concerning the formulation and implementation of models for cracking representation. A number of studies of the research group focused on the mitigation of the aforementioned limitations. Nowadays, Phase-field models have been used as an alternative approach to deal with fracture. These models consider a diffusive and smooth crack that belongs to a certain volume region where a function that describes the crack density is prescribed. Such models can detect cracks nucleation and, as their main advantage, can describe a sharp crack without worrying about the sharp crack itself. In this way, the phase-field model consists in incorporating an additional equation in the model to controls a continuous field variable that represents a smooth transition between the completely broken and unbroken material. This work is a natural consequence of the previous studies of the research group. It is a pioneer study of the group concerning phase-field models that aims to understand the main characteristics, advantages and drawbacks of phase-field models. All the computational implementations were done in the software INSANE (INteractive Structural ANalysis Environment), an open source software developed by the own research group.
publishDate 2021
dc.date.accessioned.fl_str_mv 2021-09-10T16:52:52Z
dc.date.available.fl_str_mv 2021-09-10T16:52:52Z
dc.date.issued.fl_str_mv 2021-05-19
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1843/37980
dc.identifier.orcid.pt_BR.fl_str_mv https://orcid.org/0000-0003-2085-1972
url http://hdl.handle.net/1843/37980
https://orcid.org/0000-0003-2085-1972
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidade Federal de Minas Gerais
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia de Estruturas
dc.publisher.initials.fl_str_mv UFMG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv ENG - DEPARTAMENTO DE ENGENHARIA ESTRUTURAS
publisher.none.fl_str_mv Universidade Federal de Minas Gerais
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFMG
instname:Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
instname_str Universidade Federal de Minas Gerais (UFMG)
instacron_str UFMG
institution UFMG
reponame_str Repositório Institucional da UFMG
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