Código QR (código de barras bidimensional)

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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Bibliografiske detaljer
Principais autores: Jose Ivelton Siqueira Lustosa, Flavio de Campos Bannwart, Edmundo Capelas de Oliveira
Format: Artigo
Sprog:Português
Udgivet: UNESP 2022-09-01
Serier:CQD Revista Eletrônica Paulista de Matemática
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Online adgang:https://sistemas.fc.unesp.br/ojs/index.php/revistacqd/article/view/321
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