Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos
ilustraciones
- Autores:
-
Santamaría Reyes, Helbert Darío
- Tipo de recurso:
- Fecha de publicación:
- 2023
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/83111
- Palabra clave:
- 620 - Ingeniería y operaciones afines::624 - Ingeniería civil
Guía a los lectores
Readers advising
Método de los elementos finitos
análisis no lineal
plasticidad de Von-Mises
código abierto
programa didáctico
finite element method
non-linear analysis
Von-Mises plasticity
open source
didactic program
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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dc.title.spa.fl_str_mv |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
dc.title.translated.eng.fl_str_mv |
Didactic program for nonlinear static two-dimensional analysis using the finite element method |
title |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
spellingShingle |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos 620 - Ingeniería y operaciones afines::624 - Ingeniería civil Guía a los lectores Readers advising Método de los elementos finitos análisis no lineal plasticidad de Von-Mises código abierto programa didáctico finite element method non-linear analysis Von-Mises plasticity open source didactic program |
title_short |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
title_full |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
title_fullStr |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
title_full_unstemmed |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
title_sort |
Programa didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitos |
dc.creator.fl_str_mv |
Santamaría Reyes, Helbert Darío |
dc.contributor.advisor.none.fl_str_mv |
Linero Segrera, Dorian Luis Estrada Mejía, Martín |
dc.contributor.author.none.fl_str_mv |
Santamaría Reyes, Helbert Darío |
dc.subject.ddc.spa.fl_str_mv |
620 - Ingeniería y operaciones afines::624 - Ingeniería civil |
topic |
620 - Ingeniería y operaciones afines::624 - Ingeniería civil Guía a los lectores Readers advising Método de los elementos finitos análisis no lineal plasticidad de Von-Mises código abierto programa didáctico finite element method non-linear analysis Von-Mises plasticity open source didactic program |
dc.subject.lemb.spa.fl_str_mv |
Guía a los lectores |
dc.subject.lemb.eng.fl_str_mv |
Readers advising |
dc.subject.proposal.spa.fl_str_mv |
Método de los elementos finitos análisis no lineal plasticidad de Von-Mises código abierto programa didáctico |
dc.subject.proposal.eng.fl_str_mv |
finite element method non-linear analysis Von-Mises plasticity open source didactic program |
description |
ilustraciones |
publishDate |
2023 |
dc.date.accessioned.none.fl_str_mv |
2023-01-25T13:50:46Z |
dc.date.available.none.fl_str_mv |
2023-01-25T13:50:46Z |
dc.date.issued.none.fl_str_mv |
2023 |
dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/masterThesis |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/TM |
status_str |
acceptedVersion |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/83111 |
dc.identifier.instname.spa.fl_str_mv |
Universidad Nacional de Colombia |
dc.identifier.reponame.spa.fl_str_mv |
Repositorio Institucional Universidad Nacional de Colombia |
dc.identifier.repourl.spa.fl_str_mv |
https://repositorio.unal.edu.co/ |
url |
https://repositorio.unal.edu.co/handle/unal/83111 https://repositorio.unal.edu.co/ |
identifier_str_mv |
Universidad Nacional de Colombia Repositorio Institucional Universidad Nacional de Colombia |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.references.spa.fl_str_mv |
Abebe, M., Lee, K., & Kang, B. S. (2016). Surrogate-based multi-point forming process optimization for dimpling and wrinkling reduction. International Journal of Advanced Manufacturing Technology, 85.https://doi.org/10.1007/s00170-015-7897-1 Abreu, M. D., & Pertuz, A. (2014). Estimaci´on del ensayo de compresi´on con deformaci´on plana tipo ford utilizando el m´etodo de elementos finitos y utilizando curvas de comportamiento obtenidas en un ensayo de tracci´on. Revista de la Facultad de Ingenieria, 29. ANSYS. (2013). ANSYS Mechanical APDL Theory Reference. ANSYS Inc, Release15. Bazzano, J. B., & P´erez Zerpa, J. (2017). Introducci´on al an´alisis no lineal de estructuras. Udelar. FI. Borja, R. I. (2013). J2 Plasticity.https://doi.org/10.1007/978-3-642-38547-6 3 Borst, R., Crisfield, M., Remmers, J., & Verhoosel, C. (2012). Non-Linear Finite Element Analysis of Solids and Structures: Second Edition.https : / / doi . org / 10 . 1002 / 9781118375938 Dahlblom, O., Peterson, A., & Petersson, H. (2004). CALFEM-A finite element toolbox. Version 3.4. Lund University.https://doi.org/10.1108/eb023653 D’Angelo, J., & West, D. (2000). Mathematical Thinking: Problem-solving and Proofs. Prentice Hall.https://books.google.com.co/books?id=fL6nQgAACAAJ De Souza Neto, E. A., Peri´c, D., & Owen, D. R. (2008). Computational Methods for Plasticity: Theory and Applications.https://doi.org/10.1002/9780470694626 DIANA FEA BV. (2020). Diana User’s Manual, Release 10.4.https : / / dianafea . com / manuals/d104/Diana.html Dumoulin, S., Engler, O., Hopperstad, O. S., & Lademo, O. G. (2012). Description of plastic anisotropy in AA6063-T6 using the crystal plasticity finite element method. Modelling and Simulation in Materials Science and Engineering, 20.https://doi. org/10.1088/0965-0393/20/5/055008 Fung, Y. C. (1965). Foundations of Solid Mechanics. Prentice-Hall. Geuzaine, C., & Remacle, J.-F. (2009). Gmsh: A 3-D Finite Element Mesh Generator with Built-in Pre- and Post-Processing Facilities. International Journal for Numerical Methods in Engineering, 79, 1309-1331.https://doi.org/10.1002/nme.2579 Giner, J. (2008). Programaci´on estructurada en c. Pearson Educaci´on.https : / / books . google.com.co/books?id=F54cQwAACAAJ Griffiths, D., & Higham, D. (2010). Numerical Methods for Ordinary Differential Equations: Initial Value Problems. Springer-Verlag.https://doi.org/10.1007/978-0-85729-1486 Guo, W. G., Zhang, X. Q., Su, J., Su, Y., Zeng, Z. Y., & Shao, X. J. (2011). The characteristics of plastic flow and a physically-based model for 3003 Al-Mn alloy upon a wide range of strain rates and temperatures. European Journal of Mechanics, A/Solids, 30.https://doi.org/10.1016/j.euromechsol.2010.09.001 Jia, J. (2018). Dynamic and Cyclic Properties of Soils.https://doi.org/10.1007/978-3319-40358-8 2 Jirasek, M., & Bazant, Z. P. (2001). Inelastic analysis of structures. John Wiley & Sons. Kohar, C. P., Zhumagulov, A., Brahme, A., Worswick, M. J., Mishra, R. K., & Inal, K. (2016). Development of high crush efficient, extrudable aluminium front rails for vehicle lightweighting. International Journal of Impact Engineering, 95.https:// doi.org/10.1016/j.ijimpeng.2016.04.004 Lubliner, J. (2008). Plasticity Theory. University of California at Berkeley. Luenberger, D. G., & Ye, Y. (2015). Linear and Nonlinear Programming. Springer Publishing Company, Incorporated. MathWorks, T. (2020). MATLAB (R2020b). The MathWorks Inc. Mises, R. v. (1913). Mechanik der festen K¨orper im plastisch- deformablen Zustand. Nachrichten von der Gesellschaft der Wissenschaften zu G¨ottingen, MathematischPhysikalische Klasse, 1913, 582-592.http://eudml.org/doc/58894 Patzák, B., & Bittnar, Z. (2009). OOFEM: An Object Oriented Framework for Finite Element Analysis. Proceedings of the Fourth International Conference on Engineering Computational Technology.https://doi.org/10.4203/ccp.80.54 Peter, R., Mika, M., Juha, R., Antti, P., & Thomas, Z. (2016). Elmer Models Manual. Elmer Models Manual. Prager, W. (1956). A New Method of Analyzing Stresses and Strains in Work-Hardening Plastic Solids. Journal of Applied Mechanics, 23, 493-496. - References - Scientific Research Publishing. Journal of Applied Mechanics, 23. S., G. W., Barrett, R., Berry, M., Chan, T. F., Demmel, J., Donato, J., Dongarra, J., Eijkhout, V., Pozo, R., Romine, C., & van der Vorst, H. (1995). Templates for the Solution of Linear Systems: Building Blocks for Iterative Methods. Mathematics of Computation, 64.https://doi.org/10.2307/2153507 S. Eaton, D. H., J. Batema. (2011). GNU Octave. Distribution. Simo, J., & Hughes, T. (1998). Computational Inelasticity. Springer.https://books.google. com.co/books?id=MNN3PwAACAAJ Simulia. (2017). Abaqus 6.11 Theory Manual. Providence, RI, USA: DS SIMULIA Corp. Smith, M. (2009). ABAQUS/Standard User’s Manual, Version 6.9. Dassault Syst`emes Simulia Corp. Taylor, R. L. (2020). FEAP-A Finite Element Analysis Program - Theory Manual. WelSimulation LLC. (2018). WELSIM Version 1.8 User Manual. Willam, K. J. (2003). Constitutive Models for Engineering Materials.https://doi.org/10. 1016/b0-12-227410-5/00135-6 Z´arate, F. (2012). MAT-Fem. Learning the Finite Element Method with Matlab and GID [[Online; accessed 30-October-2022]].http://www.cimne.com/mat-fem/default.asp Ziegler, H. (1959). A MODIFICATION OF PRAGER’S HARDENING RULE. Quarterly of Applied Mathematics, 17 (1), 55-65. Consultado el 9 de julio de 2022, desdehttp: //www.jstor.org/stable/43634629 Zienkiewicz, O. (1981). El m´etodo de los elementos finitos.https://books.google.com.co/ books?id=D-m0OmYSoIMC |
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Atribución-NoComercial 4.0 Internacional |
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xxii, 227 páginas |
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Universidad Nacional de Colombia |
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Bogotá - Ingeniería - Maestría en Ingeniería - Estructuras |
dc.publisher.faculty.spa.fl_str_mv |
Facultad de Ingeniería |
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Bogotá - Colombia |
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Universidad Nacional de Colombia - Sede Bogotá |
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Universidad Nacional de Colombia |
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Atribución-NoComercial 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Linero Segrera, Dorian Luis40b197f66d511582c15e27a27020afecEstrada Mejía, Martíndffc2a200585569b14d87891bb1c66c9Santamaría Reyes, Helbert Darío3657c19ec637ecc33c6dbca39bef44532023-01-25T13:50:46Z2023-01-25T13:50:46Z2023https://repositorio.unal.edu.co/handle/unal/83111Universidad Nacional de ColombiaRepositorio Institucional Universidad Nacional de Colombiahttps://repositorio.unal.edu.co/ilustracionesEn este trabajo se desarrolla el programa de elementos finitos PEFiCA 2.3, contenido en el marco del proyecto PEFICA, de la Universidad Nacional de Colombia. El desarrollo es de código abierto y sirve para solucionar problemas no lineales estáticos bidimensionales con esquemas incrementales de acciones externas, considerando modelos constitutivos de plasticidad J2 de Von-Mises, en condiciones planas de esfuerzo y deformación. El código puede ejecutar análisis controlados por la evolución de desplazamientos o cargas y está escrito en lenguaje propio de las plataformas de cómputo numérico Matlab y Octave, es de tipo estructurado y se encuentra asociado a la herramienta gráfica GMSH para las etapas de pre y post-proceso. El programa PEFiCA 2.3 hace uso de rutinas previamente incluidas dentro del proyecto PEFICA, más específicamente, en su módulo PEFBID, que realiza análisis de problemas bidimensionales ante cargas estáticas y considerando materiales lineales elásticos. El producto de esta tesis se acompaña de un manual de usuario, ya que su objetivo es ser una herramienta didáctica, de construcción colaborativa y orientada al aprendizaje. (Texto tomado de la fuenteIn this thesis project, PEFiCA 2.3, finite element program is developed, which is open source and is used to solve problems of two-dimensional static nonlinear models with incremental schemes of external actions, considering J2 Von-Mises plasticity constitutive models in plane stress and strain conditions. The code can execute analysis controlled by the evolution of displacements or loads and is written in the language from Matlab and Octave numerical computation platforms. The program is structured type and is associated with the graphical tool GMSH for the pre- and post-processing stages. PEFiCA 2.3 makes use of routines previously included in PEFiCA 2.0, developed at the National University of Colombia and, more specifically, in its PEFBID module, which analyzes two-dimensional problems under static loads and considering perfectly elastic materials. The product of this thesis is accompanied by a user manual, since it is contained in the general project of PEFiCA, whose objective is to be a didactic tool, for constructive collaboration and learning-oriented.MaestríaMagíster en Ingeniería - Estructurasxxii, 227 páginasapplication/pdfspaUniversidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - EstructurasFacultad de IngenieríaBogotá - ColombiaUniversidad Nacional de Colombia - Sede Bogotá620 - Ingeniería y operaciones afines::624 - Ingeniería civilGuía a los lectoresReaders advisingMétodo de los elementos finitosanálisis no linealplasticidad de Von-Misescódigo abiertoprograma didácticofinite element methodnon-linear analysisVon-Mises plasticityopen sourcedidactic programPrograma didáctico de análisis bidimensional estático no lineal mediante el método de los elementos finitosDidactic program for nonlinear static two-dimensional analysis using the finite element methodTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMAbebe, M., Lee, K., & Kang, B. S. (2016). Surrogate-based multi-point forming process optimization for dimpling and wrinkling reduction. International Journal of Advanced Manufacturing Technology, 85.https://doi.org/10.1007/s00170-015-7897-1Abreu, M. D., & Pertuz, A. (2014). Estimaci´on del ensayo de compresi´on con deformaci´on plana tipo ford utilizando el m´etodo de elementos finitos y utilizando curvas de comportamiento obtenidas en un ensayo de tracci´on. Revista de la Facultad de Ingenieria, 29.ANSYS. (2013). ANSYS Mechanical APDL Theory Reference. ANSYS Inc, Release15.Bazzano, J. B., & P´erez Zerpa, J. (2017). Introducci´on al an´alisis no lineal de estructuras. Udelar. FI.Borja, R. I. (2013). J2 Plasticity.https://doi.org/10.1007/978-3-642-38547-6 3Borst, R., Crisfield, M., Remmers, J., & Verhoosel, C. (2012). Non-Linear Finite Element Analysis of Solids and Structures: Second Edition.https : / / doi . org / 10 . 1002 / 9781118375938Dahlblom, O., Peterson, A., & Petersson, H. (2004). CALFEM-A finite element toolbox. Version 3.4. Lund University.https://doi.org/10.1108/eb023653D’Angelo, J., & West, D. (2000). Mathematical Thinking: Problem-solving and Proofs. Prentice Hall.https://books.google.com.co/books?id=fL6nQgAACAAJDe Souza Neto, E. A., Peri´c, D., & Owen, D. R. (2008). Computational Methods for Plasticity: Theory and Applications.https://doi.org/10.1002/9780470694626DIANA FEA BV. (2020). Diana User’s Manual, Release 10.4.https : / / dianafea . com / manuals/d104/Diana.htmlDumoulin, S., Engler, O., Hopperstad, O. S., & Lademo, O. G. (2012). Description of plastic anisotropy in AA6063-T6 using the crystal plasticity finite element method. Modelling and Simulation in Materials Science and Engineering, 20.https://doi. org/10.1088/0965-0393/20/5/055008Fung, Y. C. (1965). Foundations of Solid Mechanics. Prentice-Hall.Geuzaine, C., & Remacle, J.-F. (2009). Gmsh: A 3-D Finite Element Mesh Generator with Built-in Pre- and Post-Processing Facilities. International Journal for Numerical Methods in Engineering, 79, 1309-1331.https://doi.org/10.1002/nme.2579Giner, J. (2008). Programaci´on estructurada en c. Pearson Educaci´on.https : / / books . google.com.co/books?id=F54cQwAACAAJGriffiths, D., & Higham, D. (2010). Numerical Methods for Ordinary Differential Equations: Initial Value Problems. Springer-Verlag.https://doi.org/10.1007/978-0-85729-1486Guo, W. G., Zhang, X. Q., Su, J., Su, Y., Zeng, Z. Y., & Shao, X. J. (2011). The characteristics of plastic flow and a physically-based model for 3003 Al-Mn alloy upon a wide range of strain rates and temperatures. European Journal of Mechanics, A/Solids, 30.https://doi.org/10.1016/j.euromechsol.2010.09.001Jia, J. (2018). Dynamic and Cyclic Properties of Soils.https://doi.org/10.1007/978-3319-40358-8 2Jirasek, M., & Bazant, Z. P. (2001). Inelastic analysis of structures. John Wiley & Sons.Kohar, C. P., Zhumagulov, A., Brahme, A., Worswick, M. J., Mishra, R. K., & Inal, K. (2016). Development of high crush efficient, extrudable aluminium front rails for vehicle lightweighting. International Journal of Impact Engineering, 95.https:// doi.org/10.1016/j.ijimpeng.2016.04.004Lubliner, J. (2008). Plasticity Theory. University of California at Berkeley.Luenberger, D. G., & Ye, Y. (2015). Linear and Nonlinear Programming. Springer Publishing Company, Incorporated.MathWorks, T. (2020). MATLAB (R2020b). The MathWorks Inc.Mises, R. v. (1913). Mechanik der festen K¨orper im plastisch- deformablen Zustand. Nachrichten von der Gesellschaft der Wissenschaften zu G¨ottingen, MathematischPhysikalische Klasse, 1913, 582-592.http://eudml.org/doc/58894Patzák, B., & Bittnar, Z. (2009). OOFEM: An Object Oriented Framework for Finite Element Analysis. Proceedings of the Fourth International Conference on Engineering Computational Technology.https://doi.org/10.4203/ccp.80.54Peter, R., Mika, M., Juha, R., Antti, P., & Thomas, Z. (2016). Elmer Models Manual. Elmer Models Manual.Prager, W. (1956). A New Method of Analyzing Stresses and Strains in Work-Hardening Plastic Solids. Journal of Applied Mechanics, 23, 493-496. - References - Scientific Research Publishing. Journal of Applied Mechanics, 23.S., G. W., Barrett, R., Berry, M., Chan, T. F., Demmel, J., Donato, J., Dongarra, J., Eijkhout, V., Pozo, R., Romine, C., & van der Vorst, H. (1995). Templates for the Solution of Linear Systems: Building Blocks for Iterative Methods. Mathematics of Computation, 64.https://doi.org/10.2307/2153507S. Eaton, D. H., J. Batema. (2011). GNU Octave. Distribution. Simo, J., & Hughes, T. (1998). Computational Inelasticity. Springer.https://books.google. com.co/books?id=MNN3PwAACAAJSimulia. (2017). Abaqus 6.11 Theory Manual. Providence, RI, USA: DS SIMULIA Corp.Smith, M. (2009). ABAQUS/Standard User’s Manual, Version 6.9. Dassault Syst`emes Simulia Corp.Taylor, R. L. (2020). FEAP-A Finite Element Analysis Program - Theory Manual.WelSimulation LLC. (2018). WELSIM Version 1.8 User Manual.Willam, K. J. (2003). Constitutive Models for Engineering Materials.https://doi.org/10. 1016/b0-12-227410-5/00135-6Z´arate, F. (2012). MAT-Fem. Learning the Finite Element Method with Matlab and GID [[Online; accessed 30-October-2022]].http://www.cimne.com/mat-fem/default.aspZiegler, H. (1959). A MODIFICATION OF PRAGER’S HARDENING RULE. Quarterly of Applied Mathematics, 17 (1), 55-65. Consultado el 9 de julio de 2022, desdehttp: //www.jstor.org/stable/43634629Zienkiewicz, O. (1981). El m´etodo de los elementos finitos.https://books.google.com.co/ books?id=D-m0OmYSoIMCEstudiantesInvestigadoresMaestrosPúblico generalLICENSElicense.txtlicense.txttext/plain; charset=utf-85879https://repositorio.unal.edu.co/bitstream/unal/83111/3/license.txteb34b1cf90b7e1103fc9dfd26be24b4aMD53ORIGINAL1026586688.2022.pdf1026586688.2022.pdfTesis de Maestría en Ingeniería - Estructurasapplication/pdf29550647https://repositorio.unal.edu.co/bitstream/unal/83111/4/1026586688.2022.pdfcc77f97def07999798e84a020331c968MD54THUMBNAIL1026586688.2022.pdf.jpg1026586688.2022.pdf.jpgGenerated Thumbnailimage/jpeg4026https://repositorio.unal.edu.co/bitstream/unal/83111/5/1026586688.2022.pdf.jpg524d66aab20a16bd4cc3853c531b4469MD55unal/83111oai:repositorio.unal.edu.co:unal/831112024-08-15 23:15:14.131Repositorio Institucional Universidad Nacional de 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