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Finite elements in the analysis of open thin-walled bars subjected to torsion

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dc.contributor.author IBANESCU, M.
dc.contributor.author DIACONU, D.
dc.contributor.author JERCA, St.
dc.date.accessioned 2019-08-16T16:08:58Z
dc.date.available 2019-08-16T16:08:58Z
dc.date.issued 2003
dc.identifier.citation IBANESCU, M., DIACONU, D., JERCA, St. Finite elements in the analysis of open thin-walled bars subjected to torsion. In: Meridian Ingineresc. 2003, nr. 4, pp. 69-72. ISSN 1683-853X. en_US
dc.identifier.issn 1683-853X
dc.identifier.uri http://repository.utm.md/handle/5014/4216
dc.description.abstract The present paper develops the problem of finite elements used in the analysis of thin – walled open bars. Two types of such elements are presented. One of them has three degrees of freedom at each node, so that, approximation functions of third degree are used. The second one is provided with fifth degrees of freedom at each node and the approximation functions are polynomials of fifth degree. en_US
dc.description.abstract In lucrarea de fata sunt prezentate doua tipuri de elemente finite ce pot fi utilizate in analiza barelor cu pereţi subţiri profil deschis. Unul dintre cele doua tipuri de elemente propuse are conferite doua grade de libertate pe fiecare nod, în obţinerea relaţiei fizice elementale utilizându-se funcţii de forma de gradul trei. Celui de al doilea tip de element finit prezentat i s-au acordat trei grade de libertate pe fiecare nod şi în consecinţa funcţiile de forma adoptate sunt funcţii de gradul cinci. ro
dc.description.abstract Notre travail présente deux types des éléments finis qui peut être utiliser dans l’analyse des barreaux à parois minces profil ouvert. Nous avons présenté deux types des éléments. Le premier présente trois degrés de liberté par nœud, en conséquence les fonctions d’approximation sont de troisième degré. Le deuxième admet cinq degrés de liberté par nœud et les fonctions d’approximation sont polynomiales de cinquième degré. fr
dc.description.abstract В настоящей работе представлены два типа конечных элементов, которые могут быть использованы при анализе тонкостенных стержней с открытым профилем. Один из двух представленных элементов имеет две степени свободы в каждом узле. При получении элементарной физической зависимости используются функции третьей степени. Второму представленному конечному элементу даны три степени свободы, и в результате принятые функции формы являются функциями пятой степени. ru
dc.language.iso en en_US
dc.publisher Editura U.T.M. en_US
dc.rights Attribution-NonCommercial-NoDerivs 3.0 United States *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.subject thin-walled bars en_US
dc.subject torsion en_US
dc.subject bars en_US
dc.subject bare cu pereţi subţiri en_US
dc.subject torsiune en_US
dc.title Finite elements in the analysis of open thin-walled bars subjected to torsion en_US
dc.title.alternative Elemente finite pentru analizele barelor cu pereţi subţiri supuse la torsiune en_US
dc.title.alternative Finite Elements in the Analysis of Open Thin-walled Bars Subjected to Torsion en_US
dc.title.alternative Des elements finis pour l’analyse des barreaux à parois minces suppouse à torsion en_US
dc.title.alternative Конечные элементы для анализа тонкостенных стержней, подверженных кручению en_US
dc.type Article en_US


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