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Correlação Stokes-anti-Stokes no espalhamento Raman de líquidos transparentes
(Universidade Federal de Minas GeraisUFMG, 2018-03-15)
In this work, the Stokes-anti-Stokes¿ time-correlation phenomena was studied. The timecorrelated scattering process occurs when the same vibrational quantum from a material participates in the Stokes and anti-Stokes photon ...
Uma formulação consistente para análise não-linear de estruturas de cabos suspensos
(Universidade Federal de Minas GeraisUFMG, 2002-09-27)
A general theory for the analysis of the non-linear behaviour of suspension cables structures by the finite element method is presented. The formulation takes into account the material and geometric nonlinearities. The ...
Analysis design and testing of an hourglass-shaped copper energy dissipation device
(2014)
The behavior of a bi-directional energy dissipation device made of copper was investigated. The development considered four phases; (1) characterization and numerical modeling of the cyclic plastic behavior of Electrolytic ...
Comparison of 3D stress-strain concrete models
(2021)
The inelastic response of reinforced concrete buildings is strongly sensitive to the material stress-strain constitutive model adopted for concrete. This paper is a first step on an ongoing work to do a complete benchmark ...
Estudo teórico da contribuição à dose de partículas secundárias geradas por Prótons de energias entre 100 e 200 MeV num Phantom de osso cortical
(Universidade Estadual Paulista (UNESP), 2015)
Estudo teórico da contribuição à dose de partículas secundárias geradas por Prótons de energias entre 100 e 200 MeV num Phantom de osso cortical
(Universidade Estadual Paulista (Unesp), 2015)
Modelación numérica con elementos finitos del concreto reforzado con fibras cortas mediante un modelo constitutivo de Daño – Plasticidad
(2010-12)
Esta tesis de maestría tiene como objetivo analizar, desarrollar, implementar y validar un modelo constitutivo que represente el comportamiento de estructuras de concreto reforzado con fibras cortas por medio del método ...
On the compressive strength prediction for concrete masonry prisms
(SPRINGER, 2010)
The results of a combined experimental program and numerical modeling program to evaluate the behavior of ungrouted hollow concrete blocks prisms under uniaxial compression are addressed. In the numerical program, three ...