Utilización de matrices dispersas en el Método de los Elementos Finitos

This paper is the first of a series of articles relating with the topic of Finite Elements and their application to the engineering field and in particular to geotechnical engineering, which will be published in this section. In this first article we are presenting the method, ilustrating a very sim...

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Main Authors: Gino Natale Primero, Jesús Rafael García Núñez, Alvaro Correa Arroyave
Format: Article
Language:English
Published: Universidad Nacional de Colombia 1992-05-01
Series:Ingeniería e Investigación
Subjects:
Online Access:https://revistas.unal.edu.co/index.php/ingeinv/article/view/20759
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spelling doaj-32c6827a0beb4be8b8f46eab30cfe6b62020-11-25T00:48:42ZengUniversidad Nacional de ColombiaIngeniería e Investigación0120-56092248-87231992-05-01027183718646Utilización de matrices dispersas en el Método de los Elementos FinitosGino Natale PrimeroJesús Rafael García NúñezAlvaro Correa ArroyaveThis paper is the first of a series of articles relating with the topic of Finite Elements and their application to the engineering field and in particular to geotechnical engineering, which will be published in this section. In this first article we are presenting the method, ilustrating a very simple example in wich the stresses are determined in a beam made with a CHILE material (continuos, homogeneous, isotropic, linearly elastic), under the assumption of planar deformations and biaxial stresses. The objetive of the this first article is to show the advantages that the disperse matrices offer in the handling of the banded matrices that is generated by the type of problem presented, with respect to the traditional methods of Choleski-Jordan and Gauss-Seidel, amongst others. Future articles will illustrate the method for CHOLE materials (Continuos, homogeneous, orthotropic and linearly elastic) and other type of materials where the elastic behaviour does not comply with linearity.https://revistas.unal.edu.co/index.php/ingeinv/article/view/20759Método de los elementos finitosMatrices dispersasEsfuerzos
collection DOAJ
language English
format Article
sources DOAJ
author Gino Natale Primero
Jesús Rafael García Núñez
Alvaro Correa Arroyave
spellingShingle Gino Natale Primero
Jesús Rafael García Núñez
Alvaro Correa Arroyave
Utilización de matrices dispersas en el Método de los Elementos Finitos
Ingeniería e Investigación
Método de los elementos finitos
Matrices dispersas
Esfuerzos
author_facet Gino Natale Primero
Jesús Rafael García Núñez
Alvaro Correa Arroyave
author_sort Gino Natale Primero
title Utilización de matrices dispersas en el Método de los Elementos Finitos
title_short Utilización de matrices dispersas en el Método de los Elementos Finitos
title_full Utilización de matrices dispersas en el Método de los Elementos Finitos
title_fullStr Utilización de matrices dispersas en el Método de los Elementos Finitos
title_full_unstemmed Utilización de matrices dispersas en el Método de los Elementos Finitos
title_sort utilización de matrices dispersas en el método de los elementos finitos
publisher Universidad Nacional de Colombia
series Ingeniería e Investigación
issn 0120-5609
2248-8723
publishDate 1992-05-01
description This paper is the first of a series of articles relating with the topic of Finite Elements and their application to the engineering field and in particular to geotechnical engineering, which will be published in this section. In this first article we are presenting the method, ilustrating a very simple example in wich the stresses are determined in a beam made with a CHILE material (continuos, homogeneous, isotropic, linearly elastic), under the assumption of planar deformations and biaxial stresses. The objetive of the this first article is to show the advantages that the disperse matrices offer in the handling of the banded matrices that is generated by the type of problem presented, with respect to the traditional methods of Choleski-Jordan and Gauss-Seidel, amongst others. Future articles will illustrate the method for CHOLE materials (Continuos, homogeneous, orthotropic and linearly elastic) and other type of materials where the elastic behaviour does not comply with linearity.
topic Método de los elementos finitos
Matrices dispersas
Esfuerzos
url https://revistas.unal.edu.co/index.php/ingeinv/article/view/20759
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