On comparison of 3D isogeometric Timoshenko and Bernoulli beam formulations

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00351723" target="_blank" >RIV/68407700:21110/21:00351723 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.14311/APP.2021.30.0012" target="_blank" >http://dx.doi.org/10.14311/APP.2021.30.0012</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/APP.2021.30.0012" target="_blank" >10.14311/APP.2021.30.0012</a>

Jazyk výsledku
angličtina
Název v původním jazyce
On comparison of 3D isogeometric Timoshenko and Bernoulli beam formulations
Popis výsledku v původním jazyce
Application of isogeometric analysis (IGA) for curved beams is very convenient for its ability of exact representation of curved geometries. Several beam formulation has been presented since the introduction of IGA. In this paper, two different beam formulations are presented: Bernoulli beam formulation of A. M. Bauer et al. [1], and Timoshenko beam element introduced by G. Zhang et al. [2]. Both beam elements are implemented and their performance is documented on the fully threedimensional example of helicoidal spring.
Název v anglickém jazyce
On comparison of 3D isogeometric Timoshenko and Bernoulli beam formulations
Popis výsledku anglicky
Application of isogeometric analysis (IGA) for curved beams is very convenient for its ability of exact representation of curved geometries. Several beam formulation has been presented since the introduction of IGA. In this paper, two different beam formulations are presented: Bernoulli beam formulation of A. M. Bauer et al. [1], and Timoshenko beam element introduced by G. Zhang et al. [2]. Both beam elements are implemented and their performance is documented on the fully threedimensional example of helicoidal spring.

Rok uplatnění
2021
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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