Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model
This works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to...
- Autores:
-
Castilla Díaz, Daniel Felipe
- Tipo de recurso:
- Fecha de publicación:
- 2009
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/11170
- Acceso en línea:
- http://hdl.handle.net/1992/11170
- Palabra clave:
- Materiales granulados - Investigaciones
Plasticidad - Investigaciones
Mecánica de suelos - Investigaciones
Ingeniería
- Rights
- openAccess
- License
- https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Lizcano Peláez, Arcesio03d107f5-3c96-4e59-82de-772a8e12cdbf600Castilla Díaz, Daniel Felipe88eafcc2-7801-4fa2-a1d2-7e5100f45bfa6002018-09-28T07:47:59Z2018-09-28T07:47:59Z2009http://hdl.handle.net/1992/11170u402473.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/This works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to apply the weak discontinuities theory to soils, how to implement it, along with simulations done within the implementation.Magíster en Ingeniería CivilMaestría58 hojasapplication/pdfengUniandesMaestría en Ingeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y Ambientalinstname:Universidad de los Andesreponame:Repositorio Institucional SénecaShear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive modelTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesishttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TMMateriales granulados - InvestigacionesPlasticidad - InvestigacionesMecánica de suelos - InvestigacionesIngenieríaPublicationORIGINALu402473.pdfapplication/pdf891065https://repositorio.uniandes.edu.co/bitstreams/df77f39e-de4b-440c-9881-d70f2e4bb328/download2f843c1cbeb75fe0a53eb6c3b90d9610MD51THUMBNAILu402473.pdf.jpgu402473.pdf.jpgIM Thumbnailimage/jpeg9167https://repositorio.uniandes.edu.co/bitstreams/703d726b-c34d-4726-98f8-b24c5743dd9e/download6d48a2d436d4c76f9f774c38f4e2bfcdMD55TEXTu402473.pdf.txtu402473.pdf.txtExtracted texttext/plain57022https://repositorio.uniandes.edu.co/bitstreams/2fa59a44-3bde-4de7-8742-eb6bdcffa76c/download2cd3255165b3f55016fe284aec334cccMD541992/11170oai:repositorio.uniandes.edu.co:1992/111702023-10-10 17:10:47.872https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co |
dc.title.es_CO.fl_str_mv |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
title |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
spellingShingle |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model Materiales granulados - Investigaciones Plasticidad - Investigaciones Mecánica de suelos - Investigaciones Ingeniería |
title_short |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
title_full |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
title_fullStr |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
title_full_unstemmed |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
title_sort |
Shear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive model |
dc.creator.fl_str_mv |
Castilla Díaz, Daniel Felipe |
dc.contributor.advisor.none.fl_str_mv |
Lizcano Peláez, Arcesio |
dc.contributor.author.none.fl_str_mv |
Castilla Díaz, Daniel Felipe |
dc.subject.keyword.es_CO.fl_str_mv |
Materiales granulados - Investigaciones Plasticidad - Investigaciones Mecánica de suelos - Investigaciones |
topic |
Materiales granulados - Investigaciones Plasticidad - Investigaciones Mecánica de suelos - Investigaciones Ingeniería |
dc.subject.themes.none.fl_str_mv |
Ingeniería |
description |
This works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to apply the weak discontinuities theory to soils, how to implement it, along with simulations done within the implementation. |
publishDate |
2009 |
dc.date.issued.none.fl_str_mv |
2009 |
dc.date.accessioned.none.fl_str_mv |
2018-09-28T07:47:59Z |
dc.date.available.none.fl_str_mv |
2018-09-28T07:47:59Z |
dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/masterThesis |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/TM |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/1992/11170 |
dc.identifier.pdf.none.fl_str_mv |
u402473.pdf |
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instname:Universidad de los Andes |
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reponame:Repositorio Institucional Séneca |
dc.identifier.repourl.spa.fl_str_mv |
repourl:https://repositorio.uniandes.edu.co/ |
url |
http://hdl.handle.net/1992/11170 |
identifier_str_mv |
u402473.pdf instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
dc.language.iso.es_CO.fl_str_mv |
eng |
language |
eng |
dc.rights.uri.*.fl_str_mv |
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf |
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info:eu-repo/semantics/openAccess |
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http://purl.org/coar/access_right/c_abf2 |
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https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.es_CO.fl_str_mv |
58 hojas |
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application/pdf |
dc.publisher.es_CO.fl_str_mv |
Uniandes |
dc.publisher.program.es_CO.fl_str_mv |
Maestría en Ingeniería Civil |
dc.publisher.faculty.es_CO.fl_str_mv |
Facultad de Ingeniería |
dc.publisher.department.es_CO.fl_str_mv |
Departamento de Ingeniería Civil y Ambiental |
dc.source.es_CO.fl_str_mv |
instname:Universidad de los Andes reponame:Repositorio Institucional Séneca |
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Universidad de los Andes |
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Universidad de los Andes |
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Repositorio Institucional Séneca |
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