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The assessment of rheological behavior of a beam propped on the environment with viscoelastic properties

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dc.contributor.author ȚIBICHI, Viorica
dc.date.accessioned 2019-02-26T12:20:10Z
dc.date.available 2019-02-26T12:20:10Z
dc.date.issued 2016
dc.identifier.citation ȚIBICHI, Viorica. The assessment of reological behavior of a beam propped on the environment with viscoelastic properties. In: Meridian Ingineresc. 2016, nr. 4, pp. 66-69. ISSN 1683-853X. en_US
dc.identifier.issn 1683-853X
dc.identifier.uri http://repository.utm.md/handle/5014/610
dc.description.abstract Deformation of bodies changing over time until reaching the balance between internal and external forces. In the present work, for description of the rheological behaviour of the beam resting on the deformable medium, was used the Zener mechanical model. For a concrete beam was performed a calculation revealed the time during the displacements, environment reactive pressure and the bending moment in the beam sections is stabilizing. en_US
dc.description.abstract Gradul de deformare al corpurilor se schimbă în timp până la atingerea echilibrului dintre forțele interne și externe. În prezenta lucrare, la descrierea comportării reologice a grinzii rezemate pe mediu deformabil, s-a folosit modelul mecanic Zener. Pentru o grindă din beton s-a efectuat un calcul care a pus în evidență timpul în care deplasările, presiunea reactivă a mediului de rezemare și momentul încovoietor din secțiunile grinzii se stabilizează. ro
dc.description.abstract Déformation des corps changer au fil du temps jusqu'à atteindre l'équilibre entre les forces internes et externes. Dans cet article, la description du comportement rhéologique de la poutre reposant sur la moyenne déformable le modèle mécanique de Zener a été utilisé. Pour une poutre en béton, un calcul qui a mis en évidence lors des mouvements, la pression réactif d’environnement portant et le moment de flexion dans les sections de poutre se stabilise. fr
dc.description.abstract Деформация тел изменяется во времени до достижения равновесия между внутренними и внешними силами. В данной работе, для описания реологического поведения балки на деформируемом основании, была использована механическая модель Zener. Для бетонной балки был проведен расчет, при помощи которого было выявлено время стабилизации: деформаций, реакции основания и изгибающего момента в сечениях балки. ru
dc.language.iso en en_US
dc.publisher Technical University of Moldova 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 beams propped en_US
dc.subject grinzi rezemate en_US
dc.title The assessment of rheological behavior of a beam propped on the environment with viscoelastic properties en_US
dc.title.alternative Evaluarea comportării reologice a unei grinzi rezemate pe mediu cu proprietăți vâscoelastice en_US
dc.title.alternative Évaluation du comportement rhéologique d'une poutre reposant sur un environnement avec les propriétés viscoélastiques en_US
dc.title.alternative Оценка реологического поведения балки на вязкоупругом основании en_US
dc.type Article en_US


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