6 resultados para Wave resistance (Hydrodynamics)
em Repositório Institucional UNESP - Universidade Estadual Paulista "Julio de Mesquita Filho"
Resumo:
O presente estudo teve por objetivo padronizar modelo experimental de estimulação cardíaca artificial atrial em coelhos. Foram utilizados 20 coelhos raça Norfolk-2000 de ambos os sexos com peso mínimo de 2200g. Após anestesia endovenosa com pentobarbital(30mg/Kg), foi dissecada a veia jugular externa esquerda e introduzido eletrodo EthiconÒ especialmente preparado, até átrio direito via veia cava esquerda. Foram realizadas leituras dos parâmetros elétricos(ondaP, resistência e limiar de comando) no ato cirúrgico e com 7, 14 e 21 dias denominados M1,M2, M3 e M4 respectivamente. Observamos diferença significativa em todos as variáveis analisadas entre M1 e demais momentos. Os resultados são compatíveis com o que se conhece de estimulação cardíaca artificial em outras espécies animais e no homem. O presente modelo mostrou ser viável para estudos de estimulação cardíaca artificial.
Resumo:
In this article we study the existence of shock wave solutions for systems of partial differential equations of hydrodynamics with viscosity in one space dimension in the context of Colombeau's theory of generalized functions. This study uses the equality in the strict sense and the association of generalized functions (that is the weak equality). The shock wave solutions are given in terms of generalized functions that have the classical Heaviside step function as macroscopic aspect. This means that solutions are sought in the form of sequences of regularizations to the Heaviside function that have to satisfy part of the equations in the strict sense and part of the equations in the sense of association.
Resumo:
We show room temperature charge-density wave (CDW) characteristics in d.c. and a.c. electric data in pressed pellets of lightly doped poly(3-methylthiophene). The possibility of a Peierls glass is discussed and metastables states are observed. D.C. and A.C. data also show a state with negative differencial resistance.
Resumo:
Numerical modeling of the interaction among waves and coastal structures is a challenge due to the many nonlinear phenomena involved, such as, wave propagation, wave transformation with water depth, interaction among incident and reflected waves, run-up / run-down and wave overtopping. Numerical models based on Lagrangian formulation, like SPH (Smoothed Particle Hydrodynamics), allow simulating complex free surface flows. The validation of these numerical models is essential, but comparing numerical results with experimental data is not an easy task. In the present paper, two SPH numerical models, SPHysics LNEC and SPH UNESP, are validated comparing the numerical results of waves interacting with a vertical breakwater, with data obtained in physical model tests made in one of the LNEC's flume. To achieve this validation, the experimental set-up is determined to be compatible with the Characteristics of the numerical models. Therefore, the flume dimensions are exactly the same for numerical and physical model and incident wave characteristics are identical, which allows determining the accuracy of the numerical models, particularly regarding two complex phenomena: wave-breaking and impact loads on the breakwater. It is shown that partial renormalization, i.e. renormalization applied only for particles near the structure, seems to be a promising compromise and an original method that allows simultaneously propagating waves, without diffusion, and modeling accurately the pressure field near the structure.
Resumo:
Pós-graduação em Engenharia Elétrica - FEIS
Resumo:
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)