Analysis of the Finite Differences Numerical Method and Method Analysis of Successive Integrations in the study of a simply supported beam subjected to distributed load

Autores

DOI:

https://doi.org/10.70597/ijget.v1i1.374

Palavras-chave:

Structures, Beam, Differential Equations, Numerical Methods

Resumo

In the present article a study is presented between the methods: analytical and numerical (Finite Difference Method “MDF”). In the analysis, the elastic line and bending moment of a beam were studied in both methods. The simply supported beam submitted to a distributed loading represents one of the most important examples in engineering. Deformation analysis is an important procedure in Structural Engineering. Initially, the Differential Equation of a beam is presented, and we tried to find the analytical and numerical solutions. Subsequently, the results are presented using tables and graphs for both methods and it was concluded that the numerical method provides satisfactory results.

Referências

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Ruggiero, M.A.G. e Lopes, V.L.R, 1996. Cálculo numérico: aspectos teóricos e computacionais. 2 ed. São Paulo: Pearson Makron Books, pp.357.

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Publicado

2020-04-30

Como Citar

Dutra, D. T. F. e Tarrillo, C. A. M. (2020) “Analysis of the Finite Differences Numerical Method and Method Analysis of Successive Integrations in the study of a simply supported beam subjected to distributed load”, International Journal of Geoscience, Engineering and Technology, 1(1), p. 105–110. doi: 10.70597/ijget.v1i1.374.

Edição

v. 1 n. 1 (2020): International Journal of Geoscience, Engineering and Technology

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Artigos

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Copyright (c) 2020 International Journal of Geoscience, Engineering and Technology

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