Finite element formulation of forced vibration problem of a prestretched plate resting on a rigid foundation.
Eröz, M., Yildiz, A. (2007)
Journal of Applied Mathematics
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Eröz, M., Yildiz, A. (2007)
Journal of Applied Mathematics
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A. Demyanov (2009)
Annales de l'I.H.P. Analyse non linéaire
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Ulrich Abel, Ovidiu Furdui, Ioan Gavrea, Mircea Ivan (2010)
Czechoslovak Mathematical Journal
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In this note we give an answer to a problem of Gheorghiță Zbăganu that arose from the study of the properties of the moments of the iterates of the integrated tail operator.
José Rodríguez (2002)
International Journal of Applied Mathematics and Computer Science
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In this paper we obtain a limit model for a turbine blade fixed to a 3D solid. This model is a three-dimensional linear elasticity problem in the 3D part of the piece (the rotor) and a two-dimensional problem (the nonlinear shallow shell equations) in the 2D part (the turbine blade), with junction conditions in the part of the turbine blade fixed to the rotor. To obtain this model, we perform an asymptotic analysis, starting with the nonlinear three-dimensional elasticity equations on...
Maria Giovanna Mora, Stefan Müller (2004)
Annales de l'I.H.P. Analyse non linéaire
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Antonio Gaudiello, Régis Monneau, Jacqueline Mossino, François Murat, Ali Sili (2007)
ESAIM: Control, Optimisation and Calculus of Variations
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We consider the linearized elasticity system in a multidomain of . This multidomain is the union of a horizontal plate with fixed cross section and small thickness , and of a vertical beam with fixed height and small cross section of radius . The lateral boundary of the plate and the top of the beam are assumed to be clamped. When and tend to zero simultaneously, with , we identify the limit problem. This limit problem involves six junction conditions.