Reyolando Brasil

Reyolando Brasil


Research Focus & Metrics

Academic Career Length

32Years (1995-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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12 February 2018 in Nonlinear Dynamics
Verified
Journal Article
Closed access
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Jose Manoel BalthazarJose Manoel Balthazar
Jose Manoel Balthazar
Angelo Marcelo TussetAngelo Marcelo Tusset
Angelo Marcelo Tusset
RBReyolando Brasil
Reyolando Brasil
JFJorge L. P. Felix
Jorge L. P. Felix
RRRodrigo Tumolin Rocha
Rodrigo Tumolin Rocha
Clivaldo OliveiraClivaldo Oliveira
Clivaldo Oliveira

3 November 2020 in Journal of Vibration Engineering & Technologies
Verified
Journal Article
Closed access
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Alexandre de Macêdo WahrhaftigAlexandre de Macêdo Wahrhaftig
Alexandre de Macêdo Wahrhaftig
KMKaique M. M. Magalhães
Kaique M. M. Magalhães
RBReyolando Brasil
Reyolando Brasil
Krzysztof MurawskiKrzysztof Murawski
Krzysztof Murawski

1 January 2019 in Latin American Journal of Solids and Structures
Verified
Journal Article
Open access
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Alexandre de Macêdo WahrhaftigAlexandre de Macêdo Wahrhaftig
Alexandre de Macêdo Wahrhaftig
MSMarcelo A. da Silva
Marcelo A. da Silva
RBReyolando Brasil
Reyolando Brasil
This study focused on improving the design of slender structures with reinforced concrete (RC) telecommunication towers as the main application. Analytical procedure based on Rayleigh’s method to compute the first natural vibration frequency and the critical buckling load was development. All the nonlinearities present in the system were considered, in addition to the soil-structure interaction and the variation of the geometric properties along the length of the structure. The geometric nonlinearity and imperfections of the tower structure were computed as functions of the axial load using a geometric stiffness matrix. Further, the material nonlinearity was accounted for by reducing the flexural stiffness. As concrete structures exhibit viscoelasticity, creep was calculated using the Eurocode 2 model. The soil-structure interaction was modeled as a set of distributed springs. To validate the proposed method, the first frequency and critical buckling load were compared with those yielded by FEM simulations. The frequency results were in good agreement with those of the FEM simulations, indicating that the proposed method is sufficiently accurate for use in engineering design applications and easy to implement. On the other hand, the buckling load results obtained using the proposed method and FEM differed significantly, motivating further investigation.

1 May 2002 in Journal of the Brazilian Society of Mechanical Sciences
Verified
Journal Article
Open access
PDF file
SSS. L. T. de Souza
S. L. T. de Souza
ICI. L. Caldas
I. L. Caldas
JBJ. M. Balthazar
J. M. Balthazar
RBReyolando Brasil
Reyolando Brasil
This paper presents a study on the dynamics of the rattling problem in gearboxes under non-ideal excitation. The subject has being analyzed by a number of authors such as Karagiannis and Pfeiffer (1991), for the ideal excitation case. An interesting model of the same problem by Moon (1992) has been recently used by Souza and Caldas (1999) to detect chaotic behavior. We consider two spur gears with different diameters and gaps between the teeth. Suppose the motion of one gear to be given while the motion of the other is governed by its dynamics. In the ideal case, the driving wheel is supposed to undergo a sinusoidal motion with given constant amplitude and frequency. In this paper, we consider the motion to be a function of the system response and a limited energy source is adopted. Thus an extra degree of freedom is introduced in the problem. The equations of motion are obtained via a Lagrangian approach with some assumed characteristic torque curves. Next, extensive numerical integration is used to detect some interesting geometrical aspects of regular and irregular motions of the system response

7 July 2023 in Journal of Vibration Engineering & Technologies
Verified
Journal Article
Closed access
PDF file
Angelo Marcelo TussetAngelo Marcelo Tusset
Angelo Marcelo Tusset
MFMaria Eduarda Kounaris Fuziki
Maria Eduarda Kounaris Fuziki
GGGiane Gonçalves
Giane Gonçalves
GSGuilherme P. dos Santos
Guilherme P. dos Santos
Jose Manoel BalthazarJose Manoel Balthazar
Jose Manoel Balthazar
RBReyolando Brasil
Reyolando Brasil

21 May 2009 in Journal of Computational and Nonlinear Dynamics
Verified
Journal Article
Closed access
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JFJorge Luis Palacios Felix
Jorge Luis Palacios Felix
Jose Manoel BalthazarJose Manoel Balthazar
Jose Manoel Balthazar
RBReyolando Brasil
Reyolando Brasil
BPBento Rodrigues Pontes
Bento Rodrigues Pontes
In this paper, a nonideal mechanical system with the LuGre friction damping model is considered. The mechanical model of the system is an oscillator not necessarily linear connected with an unbalanced motor of excitation with limited power supply. The control of motion and the attenuation of the Sommerfeld effect of the considered nonideal system are analyzed in this paper. The mathematical model of the system is represented by coupled nonlinear differential equations. The identification of some interesting nonlinear phenomenon in the transient and steady state motion of the system during the passage through resonance (using applied voltages at dc motor as control parameter) is investigated in detail using numerical simulation.