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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| 主要な著者: | , , |
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| フォーマット: | Artigo |
| 言語: | Português |
| 出版事項: |
UNESP
2022-09-01
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| シリーズ: | CQD Revista Eletrônica Paulista de Matemática |
| 主題: | |
| オンライン･アクセス: | https://sistemas.fc.unesp.br/ojs/index.php/revistacqd/article/view/321 |
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