Análise de vigas de Timoshenko pelo Método dos Elementos Finitos

This work aims to analyze the structural behavior of beams in linear elastic regime by the Finite Element Method (MEF) based on the Timoshenko Beam Theory. A numerical study of the problem was developed and used as a base to a computational code that was developed in Fortran language to be capable o...

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Autor principal:	Souza, Amadeo Krummenauer Pahim de
Outros Autores:	Mittelbach, Fernanda Rodrigues
Formato:	bachelorThesis
Idioma:	pt_BR
Publicado em:	Universidade Federal do Rio Grande do Norte
Assuntos:	Método dos Elementos Finitos Finite Element Method Teoria de Vigas de Timoshenko Análise estática de vigas Timoshenko beam theory Beam static analysis
Endereço do item:	https://repositorio.ufrn.br/handle/123456789/40574
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id	ri-123456789-40574
record_format	dspace
spelling	ri-123456789-405742021-09-29T14:29:36Z Análise de vigas de Timoshenko pelo Método dos Elementos Finitos Souza, Amadeo Krummenauer Pahim de Mittelbach, Fernanda Rodrigues Barros, Rodrigo Cunha, Mateus Gurgel da Método dos Elementos Finitos Finite Element Method Teoria de Vigas de Timoshenko Análise estática de vigas Timoshenko beam theory Beam static analysis This work aims to analyze the structural behavior of beams in linear elastic regime by the Finite Element Method (MEF) based on the Timoshenko Beam Theory. A numerical study of the problem was developed and used as a base to a computational code that was developed in Fortran language to be capable of simulating the structural behavior of beams through the aforementioned theory. In order to validate the computational code, the results obtained through the analytical solutions of the Timoshenko Beam Theory were compared with the numerical results, which were also compared with the results of the analytical solutions obtained through the Euler-Bernoulli Beam Theory, highlighting the differences between the two theories. Este trabalho tem como intuito analisar estaticamente o comportamento estrutural de vigas em regime elástico linear, pelo Método dos Elementos Finitos (MEF), com base na Teoria de Vigas de Timoshenko. Desenvolveu-se a formulação numérica do problema, e, em seguida, elaborou-se um código computacional, na linguagem Fortran, capaz de simular o comportamento estrutural das vigas, através da teoria supracitada. Com o intuito de validar o código computacional, confrontou-se os resultados obtidos através das soluções analíticas da Teoria de Vigas de Timoshenko com os resultados numéricos, que também foram comparados com os resultados das soluções analíticas obtidas através da Teoria de Vigas de Euler-Bernoulli, evidenciando as diferenças entre as duas teorias. 2019-05-24T17:20:16Z 2021-09-29T14:29:36Z 2019-05-24T17:20:16Z 2021-09-29T14:29:36Z 2019-05-23 bachelorThesis 2013061295 SOUZA, Amadeo Krummenauer Pahim de. Análise de Vigas de Timoshenko pelo Método dos Elementos Finitos. 2019. 42f. Trabalho de Conclusão de Curso (Graduação em Engenharia Civil) - Departamento de Engenharia Civil, Universidade Federal do Rio Grande do Norte, Natal, 2019. https://repositorio.ufrn.br/handle/123456789/40574 pt_BR Attribution-NonCommercial-NoDerivs 3.0 Brazil http://creativecommons.org/licenses/by-nc-nd/3.0/br/ application/pdf Universidade Federal do Rio Grande do Norte Brasil UFRN Engenharia Civil
institution	Repositório Institucional
collection	RI - UFRN
language	pt_BR
topic	Método dos Elementos Finitos Finite Element Method Teoria de Vigas de Timoshenko Análise estática de vigas Timoshenko beam theory Beam static analysis
spellingShingle	Método dos Elementos Finitos Finite Element Method Teoria de Vigas de Timoshenko Análise estática de vigas Timoshenko beam theory Beam static analysis Souza, Amadeo Krummenauer Pahim de Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
description	This work aims to analyze the structural behavior of beams in linear elastic regime by the Finite Element Method (MEF) based on the Timoshenko Beam Theory. A numerical study of the problem was developed and used as a base to a computational code that was developed in Fortran language to be capable of simulating the structural behavior of beams through the aforementioned theory. In order to validate the computational code, the results obtained through the analytical solutions of the Timoshenko Beam Theory were compared with the numerical results, which were also compared with the results of the analytical solutions obtained through the Euler-Bernoulli Beam Theory, highlighting the differences between the two theories.
author2	Mittelbach, Fernanda Rodrigues
author_facet	Mittelbach, Fernanda Rodrigues Souza, Amadeo Krummenauer Pahim de
format	bachelorThesis
author	Souza, Amadeo Krummenauer Pahim de
author_sort	Souza, Amadeo Krummenauer Pahim de
title	Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
title_short	Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
title_full	Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
title_fullStr	Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
title_full_unstemmed	Análise de vigas de Timoshenko pelo Método dos Elementos Finitos
title_sort	análise de vigas de timoshenko pelo método dos elementos finitos
publisher	Universidade Federal do Rio Grande do Norte
publishDate	2019
url	https://repositorio.ufrn.br/handle/123456789/40574
work_keys_str_mv	AT souzaamadeokrummenauerpahimde analisedevigasdetimoshenkopelometododoselementosfinitos
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Análise de vigas de Timoshenko pelo Método dos Elementos Finitos

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