Fractional calculus applied to evaluate stress concentration and shear effects in simply supported beams

Fractional calculus applied to evaluate stress concentration and shear effects in simply supported beams

Simply supported prismatic beams submitted to uniformly distributed static load are modeled in the ANSYS environment under linear elasticity limits. However, the beam deflection profile may behave in disagreement with the predictions from either Euler-Bernoulli (EB) or even Timoshenko-Ehrenfest (TE)...

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Bibliographic Details
Main Authors: Jose Ivelton Siqueira Lustosa, Flavio de Campos Bannwart, Edmundo Capelas de Oliveira
Format: Article
Language:Portuguese
Published: UNESP 2022-09-01
Series:CQD Revista Eletrônica Paulista de Matemática
Subjects:
fractional calculus
structure
Euler-Bernoulli
Timoshenko
Timoshenko-Ehrenfest
ANSYS.
Online Access:https://sistemas.fc.unesp.br/ojs/index.php/revistacqd/article/view/321

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https://sistemas.fc.unesp.br/ojs/index.php/revistacqd/article/view/321

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