A bound-constrained solver for phase-field modeling of diffuse fracture

Detalhes bibliográficos
Autor(a) principal: Matheus Moreno Fortes
Data de Publicação: 2022
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Institucional da UFMG
Texto Completo: http://hdl.handle.net/1843/50677
Resumo: The study of the cracking of a structural element is important. In these studies, the crack can be modeled with the discrete or continuous approach. The phase-field model is a continuous crack model that adds a variable to the problem to represent the degradation of the material at a point.The phase-field research group of the Department of Structural Engineering (DEES) of the Federal University of Minas Gerais (UFMG) has already done some work on this topic using the INSANE software (INteractive Structural ANalysis Environment). One of the obstacles encountered was the type of solver. A solver widely used in the phase field literature is the historical solver, but it limits the crack geometry to be used. To get around this limitation, you need another solver. This work shows the implementation of a bound-constrained solver through the external library PETSc (Portable, Extensible Toolkit for Scientific Computation) applied in INSANE. With this new solver, the new possibilities of models are shown, the performance is compared with other solvers in INSANE, the convergence and mesh dependence are compared with the smeared crack model, and finally, the capacity of the phase-field model to capture modes I and II failures is evaluated.
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spelling Lapo Gorihttp://lattes.cnpq.br/6318053606036827Roque Luiz da Silva PitangueiraSamuel Silva PennaDeane de Mesquita Roehlhttp://lattes.cnpq.br/2173267171781957Matheus Moreno Fortes2023-03-06T18:20:46Z2023-03-06T18:20:46Z2022-08-29http://hdl.handle.net/1843/50677The study of the cracking of a structural element is important. In these studies, the crack can be modeled with the discrete or continuous approach. The phase-field model is a continuous crack model that adds a variable to the problem to represent the degradation of the material at a point.The phase-field research group of the Department of Structural Engineering (DEES) of the Federal University of Minas Gerais (UFMG) has already done some work on this topic using the INSANE software (INteractive Structural ANalysis Environment). One of the obstacles encountered was the type of solver. A solver widely used in the phase field literature is the historical solver, but it limits the crack geometry to be used. To get around this limitation, you need another solver. This work shows the implementation of a bound-constrained solver through the external library PETSc (Portable, Extensible Toolkit for Scientific Computation) applied in INSANE. With this new solver, the new possibilities of models are shown, the performance is compared with other solvers in INSANE, the convergence and mesh dependence are compared with the smeared crack model, and finally, the capacity of the phase-field model to capture modes I and II failures is evaluated.O estudo da fissuração de um elemento estrutural é importante. Nesse estudos a trinca pode ser modelada com a abordagem discreta ou contínua. O modelo de campos de fases é um modelo de trinca contínua que adiciona uma variável ao problema para representar a degradação do material no ponto. O grupo de pesquisa de campos de fase do Departamento de Engenharia Estrutural (DEES) da Universidade Federal de Minas Gerais (UFMG) já fez alguns trabalhos nesse tema utilizando o software INSANE (INteractive Structural ANalysis Environment), e um obstáculo encontrado foi o tipo de solucionador. Um solucionador amplamente usado na literatura de campos de fase é o solucionador histórico, porém ele limita a geometria da trinca a ser utilizada. Para contornar essa limitação precisa-se de outro solucionador. Esse trabalho mostra a implementação de um solucionador com restrição de contorno através da biblioteca externa PETSc (Portable, Extensible Toolkit for Scientific Computation) aplicada no INSANE. Com esse novo solucionador mostra-se as novas possibilidades de modelos, compara-se a performance com outros solucionadores que o INSANE possui, compara-se a convergência e dependência de malha com o modelo de fissuração distribuída, e por fim, avalia-se a capacidade do modelo de campos de fase em captar os modos de falhas I e II.CNPq - Conselho Nacional de Desenvolvimento Científico e TecnológicoengUniversidade Federal de Minas GeraisPrograma de Pós-Graduação em Engenharia de ProduçãoUFMGBrasilENG - DEPARTAMENTO DE ENGENHARIA ESTRUTURASEngenharia de estruturasFraturaMétodo dos elementos finitosPhase-field models of fractureBound-constrained solverFinite element method based phase-field modelsA bound-constrained solver for phase-field modeling of diffuse fractureUm solucionador de restrição para modelagem de campos de fase de fratura difusainfo: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/1843/50677/4/license.txtcda590c95a0b51b4d15f60c9642ca272MD54ORIGINALDissertaçãoMatheusFortes.pdfDissertaçãoMatheusFortes.pdfapplication/pdf31371870https://repositorio.ufmg.br/bitstream/1843/50677/3/Disserta%c3%a7%c3%a3oMatheusFortes.pdf92ddf1b40c7349537927fd32b5a54474MD531843/506772023-03-06 15:20:46.897oai:repositorio.ufmg.br:1843/50677TElDRU7Dh0EgREUgRElTVFJJQlVJw4fDg08gTsODTy1FWENMVVNJVkEgRE8gUkVQT1NJVMOTUklPIElOU1RJVFVDSU9OQUwgREEgVUZNRwoKQ29tIGEgYXByZXNlbnRhw6fDo28gZGVzdGEgbGljZW7Dp2EsIHZvY8OqIChvIGF1dG9yIChlcykgb3UgbyB0aXR1bGFyIGRvcyBkaXJlaXRvcyBkZSBhdXRvcikgY29uY2VkZSBhbyBSZXBvc2l0w7NyaW8gSW5zdGl0dWNpb25hbCBkYSBVRk1HIChSSS1VRk1HKSBvIGRpcmVpdG8gbsOjbyBleGNsdXNpdm8gZSBpcnJldm9nw6F2ZWwgZGUgcmVwcm9kdXppciBlL291IGRpc3RyaWJ1aXIgYSBzdWEgcHVibGljYcOnw6NvIChpbmNsdWluZG8gbyByZXN1bW8pIHBvciB0b2RvIG8gbXVuZG8gbm8gZm9ybWF0byBpbXByZXNzbyBlIGVsZXRyw7RuaWNvIGUgZW0gcXVhbHF1ZXIgbWVpbywgaW5jbHVpbmRvIG9zIGZvcm1hdG9zIMOhdWRpbyBvdSB2w61kZW8uCgpWb2PDqiBkZWNsYXJhIHF1ZSBjb25oZWNlIGEgcG9sw610aWNhIGRlIGNvcHlyaWdodCBkYSBlZGl0b3JhIGRvIHNldSBkb2N1bWVudG8gZSBxdWUgY29uaGVjZSBlIGFjZWl0YSBhcyBEaXJldHJpemVzIGRvIFJJLVVGTUcuCgpWb2PDqiBjb25jb3JkYSBxdWUgbyBSZXBvc2l0w7NyaW8gSW5zdGl0dWNpb25hbCBkYSBVRk1HIHBvZGUsIHNlbSBhbHRlcmFyIG8gY29udGXDumRvLCB0cmFuc3BvciBhIHN1YSBwdWJsaWNhw6fDo28gcGFyYSBxdWFscXVlciBtZWlvIG91IGZvcm1hdG8gcGFyYSBmaW5zIGRlIHByZXNlcnZhw6fDo28uCgpWb2PDqiB0YW1iw6ltIGNvbmNvcmRhIHF1ZSBvIFJlcG9zaXTDs3JpbyBJbnN0aXR1Y2lvbmFsIGRhIFVGTUcgcG9kZSBtYW50ZXIgbWFpcyBkZSB1bWEgY8OzcGlhIGRlIHN1YSBwdWJsaWNhw6fDo28gcGFyYSBmaW5zIGRlIHNlZ3VyYW7Dp2EsIGJhY2stdXAgZSBwcmVzZXJ2YcOnw6NvLgoKVm9jw6ogZGVjbGFyYSBxdWUgYSBzdWEgcHVibGljYcOnw6NvIMOpIG9yaWdpbmFsIGUgcXVlIHZvY8OqIHRlbSBvIHBvZGVyIGRlIGNvbmNlZGVyIG9zIGRpcmVpdG9zIGNvbnRpZG9zIG5lc3RhIGxpY2Vuw6dhLiBWb2PDqiB0YW1iw6ltIGRlY2xhcmEgcXVlIG8gZGVww7NzaXRvIGRlIHN1YSBwdWJsaWNhw6fDo28gbsOjbywgcXVlIHNlamEgZGUgc2V1IGNvbmhlY2ltZW50bywgaW5mcmluZ2UgZGlyZWl0b3MgYXV0b3JhaXMgZGUgbmluZ3XDqW0uCgpDYXNvIGEgc3VhIHB1YmxpY2HDp8OjbyBjb250ZW5oYSBtYXRlcmlhbCBxdWUgdm9jw6ogbsOjbyBwb3NzdWkgYSB0aXR1bGFyaWRhZGUgZG9zIGRpcmVpdG9zIGF1dG9yYWlzLCB2b2PDqiBkZWNsYXJhIHF1ZSBvYnRldmUgYSBwZXJtaXNzw6NvIGlycmVzdHJpdGEgZG8gZGV0ZW50b3IgZG9zIGRpcmVpdG9zIGF1dG9yYWlzIHBhcmEgY29uY2VkZXIgYW8gUmVwb3NpdMOzcmlvIEluc3RpdHVjaW9uYWwgZGEgVUZNRyBvcyBkaXJlaXRvcyBhcHJlc2VudGFkb3MgbmVzdGEgbGljZW7Dp2EsIGUgcXVlIGVzc2UgbWF0ZXJpYWwgZGUgcHJvcHJpZWRhZGUgZGUgdGVyY2Vpcm9zIGVzdMOhIGNsYXJhbWVudGUgaWRlbnRpZmljYWRvIGUgcmVjb25oZWNpZG8gbm8gdGV4dG8gb3Ugbm8gY29udGXDumRvIGRhIHB1YmxpY2HDp8OjbyBvcmEgZGVwb3NpdGFkYS4KCkNBU08gQSBQVUJMSUNBw4fDg08gT1JBIERFUE9TSVRBREEgVEVOSEEgU0lETyBSRVNVTFRBRE8gREUgVU0gUEFUUk9Dw41OSU8gT1UgQVBPSU8gREUgVU1BIEFHw4pOQ0lBIERFIEZPTUVOVE8gT1UgT1VUUk8gT1JHQU5JU01PLCBWT0PDiiBERUNMQVJBIFFVRSBSRVNQRUlUT1UgVE9ET1MgRSBRVUFJU1FVRVIgRElSRUlUT1MgREUgUkVWSVPDg08gQ09NTyBUQU1Cw4lNIEFTIERFTUFJUyBPQlJJR0HDh8OVRVMgRVhJR0lEQVMgUE9SIENPTlRSQVRPIE9VIEFDT1JETy4KCk8gUmVwb3NpdMOzcmlvIEluc3RpdHVjaW9uYWwgZGEgVUZNRyBzZSBjb21wcm9tZXRlIGEgaWRlbnRpZmljYXIgY2xhcmFtZW50ZSBvIHNldSBub21lKHMpIG91IG8ocykgbm9tZXMocykgZG8ocykgZGV0ZW50b3IoZXMpIGRvcyBkaXJlaXRvcyBhdXRvcmFpcyBkYSBwdWJsaWNhw6fDo28sIGUgbsOjbyBmYXLDoSBxdWFscXVlciBhbHRlcmHDp8OjbywgYWzDqW0gZGFxdWVsYXMgY29uY2VkaWRhcyBwb3IgZXN0YSBsaWNlbsOnYS4KRepositório de PublicaçõesPUBhttps://repositorio.ufmg.br/oaiopendoar:2023-03-06T18:20:46Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false
dc.title.pt_BR.fl_str_mv A bound-constrained solver for phase-field modeling of diffuse fracture
dc.title.alternative.pt_BR.fl_str_mv Um solucionador de restrição para modelagem de campos de fase de fratura difusa
title A bound-constrained solver for phase-field modeling of diffuse fracture
spellingShingle A bound-constrained solver for phase-field modeling of diffuse fracture
Matheus Moreno Fortes
Phase-field models of fracture
Bound-constrained solver
Finite element method based phase-field models
Engenharia de estruturas
Fratura
Método dos elementos finitos
title_short A bound-constrained solver for phase-field modeling of diffuse fracture
title_full A bound-constrained solver for phase-field modeling of diffuse fracture
title_fullStr A bound-constrained solver for phase-field modeling of diffuse fracture
title_full_unstemmed A bound-constrained solver for phase-field modeling of diffuse fracture
title_sort A bound-constrained solver for phase-field modeling of diffuse fracture
author Matheus Moreno Fortes
author_facet Matheus Moreno Fortes
author_role author
dc.contributor.advisor1.fl_str_mv Lapo Gori
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/6318053606036827
dc.contributor.advisor-co1.fl_str_mv Roque Luiz da Silva Pitangueira
dc.contributor.referee1.fl_str_mv Samuel Silva Penna
dc.contributor.referee2.fl_str_mv Deane de Mesquita Roehl
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/2173267171781957
dc.contributor.author.fl_str_mv Matheus Moreno Fortes
contributor_str_mv Lapo Gori
Roque Luiz da Silva Pitangueira
Samuel Silva Penna
Deane de Mesquita Roehl
dc.subject.por.fl_str_mv Phase-field models of fracture
Bound-constrained solver
Finite element method based phase-field models
topic Phase-field models of fracture
Bound-constrained solver
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 The study of the cracking of a structural element is important. In these studies, the crack can be modeled with the discrete or continuous approach. The phase-field model is a continuous crack model that adds a variable to the problem to represent the degradation of the material at a point.The phase-field research group of the Department of Structural Engineering (DEES) of the Federal University of Minas Gerais (UFMG) has already done some work on this topic using the INSANE software (INteractive Structural ANalysis Environment). One of the obstacles encountered was the type of solver. A solver widely used in the phase field literature is the historical solver, but it limits the crack geometry to be used. To get around this limitation, you need another solver. This work shows the implementation of a bound-constrained solver through the external library PETSc (Portable, Extensible Toolkit for Scientific Computation) applied in INSANE. With this new solver, the new possibilities of models are shown, the performance is compared with other solvers in INSANE, the convergence and mesh dependence are compared with the smeared crack model, and finally, the capacity of the phase-field model to capture modes I and II failures is evaluated.
publishDate 2022
dc.date.issued.fl_str_mv 2022-08-29
dc.date.accessioned.fl_str_mv 2023-03-06T18:20:46Z
dc.date.available.fl_str_mv 2023-03-06T18:20:46Z
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/1843/50677
url http://hdl.handle.net/1843/50677
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 Produção
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)
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institution UFMG
reponame_str Repositório Institucional da UFMG
collection Repositório Institucional da UFMG
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https://repositorio.ufmg.br/bitstream/1843/50677/3/Disserta%c3%a7%c3%a3oMatheusFortes.pdf
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