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Dive into the research topics where C. P. Pesce is active.

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Featured researches published by C. P. Pesce.


Journal of Vibration and Acoustics | 2015

Experimental Analysis of a Vertical and Flexible Cylinder in Water: Response to Top Motion Excitation and Parametric Resonance

Guilherme R. Franzini; C. P. Pesce; Rafael Salles; Rodolfo T. Gonçalves; André Luís Condino Fujarra; Pedro Mendes

Experiments with a vertical, flexible, and submerged cylinder were carried out to investigate fundamental aspects of risers dynamics subjected to harmonic excitation at the top. The flexible model was designed aiming a high level of dynamic similarity with a real riser. Vertical motion, with amplitude of 1% of the unstretched length, was imposed with a device driven by a servomotor. Responses to distinct exciting frequency ratios were investigated, namely, ft:fN,1 = 1:3; 1:1; 2:1, and 3:1. Cartesian coordinates of 43 monitored points positioned all along the span were experimentally acquired by using an optical tracking system. A simple Galerkins projection applied for modal decomposition, combined with standard Mathieu chart analysis, led to the identification of parametric resonances. A curious finding is that the Mathieu instability may simultaneously occur in more than one mode, leading to interesting dynamic behaviors, also revealed through standard power spectra analysis and displacement scalograms.


Volume 1: Offshore Technology; Special Symposium on Ocean Measurements and Their Influence on Design | 2007

An Investigation on the Effect of Tension Variation on VIV of Risers

Lauro Massao Yamada da Silveira; Clóvis de Arruda Martins; Leandro D. Cunha; C. P. Pesce

This paper aims at investigating the effect of vertical motion (or equivalently the effect of variable tensioning) of the floating unit on the vortex-induced vibrations of vertical risers. This is done using a numerical procedure, based on modeling assumptions, which, though simple, succeeded in describing some expected dynamic behaviors. The model simulates the riser dynamics using a finite element model coupled to a wake-oscillator model, of the van der Pol type, used to emulate the fluid dynamics. Vertical motion (or dynamic tension) is directly imposed to the top. The transverse amplitudes at each section feed the wake-oscillator, which responds with a transverse force that is applied to the riser. The rigidity matrix is updated at each time integration step. The analysis is also carried out with a commercial simulation code dedicated to riser analysis, with a similar wake-oscillator VIV module. Amplitude envelopes are extracted from the time series, showing response mode jumps. The application of the Hilbert-Huang spectral analysis technique helps distinguishing mode jumps by tracking frequency responses in time. The results of the two different dynamic models are compared with very good agreement.Copyright


Journal of The Brazilian Society of Mechanical Sciences and Engineering | 2006

The Lagrange equations for systems with mass varying explicitly with position: some applications to offshore engineering

C. P. Pesce; Eduardo A. Tannuri; Leonardo Casetta

The usual Lagrange equations of motion cannot be directly applied to systems with mass varying explicitly with position. In this particular context, a naive application, without any special consideration on non-conservative generalized forces, leads to equations of motions which lack (or exceed) terms of the form 1/2(¶m/¶q.2), where q is a generalized coordinate. This paper intends to discuss the issue a little further, by treating some applications in offshore engineering under the analytic mechanics point of view.


Journal of Offshore Mechanics and Arctic Engineering-transactions of The Asme | 2006

Adaptive control strategy for the dynamic positioning of a shuttle tanker during offloading operations

Eduardo A. Tannuri; Leonardo K. Kubota; C. P. Pesce

In deep water oil production, Dynamic positioning systems (DPS) strategy has shown to be an effective alternative to tugboats, in order to control the position of the shuttle tanker during offloading operations from a FPSO (floating production, storage, and offloading system). DPS reduces time, cost, and risks. Commercial DPS systems are usually based on control algorithms which associate Kalman filtering techniques with proportional-derivative (PD) or optimal linear quadratic (LQ) controllers. Since those algorithms are, in general, based on constant gain controllers, performance degradation may be encountered in some situations, as those related to mass variation during the loading operation of the shuttle tanker. The positioning performance of the shuttle changes significantly, as the displacement of the vessel increases by a factor of three. The control parameters are adjusted for one specific draught, making the controller performance to vary. In order to avoid such variability, a human-based periodic adjustment procedure might be cogitated. Instead and much safer, the present work addresses the problem of designing an invariant-performance control algorithm through the use of a robust model-reference adaptive scheme, cascaded with a Kalman filter Such a strategy has the advantage of preserving the simple structure of the usual PD and LQ controllers, the adaptive algorithm itself being responsible for the on-line correction of the controller gains, thus insuring a steady performance during the whole operation. As the standard formulation of adaptive controllers does not guarantee robustness regarding modeling errors, an extra term was included in the controller to cope with strong environmental disturbances that could affect the overall performance. The controller was developed and tested in a complete mathematical simulator, considering a shuttle tanker operating in Brazilian waters subjected to waves, wind and current. The proposed strategy is shown to be rather practical and effective, compared with the performance of constant gain controllers.


ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering | 2003

Dynamic Positioning Systems: Comparison Between Wave Filtering Algorithms and Their Influence on Performance

Eduardo A. Tannuri; Tiago T. Bravin; C. P. Pesce

Wave filtering is an essential function of a Dynamic Positioning System, being responsible for the separation between high-frequency wave induced motions and low-frequency ones, which must be controlled. Low attenuation of the first components may cause oscillatory control action, high fuel consumption and can damage propeller systems. On the other hand, depending on filtering design, high levels of attenuation may be associated with non-admissible delay-times, which may cause instability in the closed-loop system. Traditionally, low-pass or notch-type filters have been used since the first DP systems, due to the simplicity, acceptable performance and possibility of being implemented using analog circuits. Alternatively, observers based on Kalman Filtering Theory have also been used, based on simplified ship models, separating low and high frequency motions. Two wave filters, representing each of those categories, were implemented in a complete DP simulator. All DP components and algorithms are considered and modeled in the simulator, including propellers, thrust allocation, wind-feedforward and different control strategies. Environmental loads are evaluated using fully validated models, including wind, current and wave actions. A pipe-laying barge under typical Campos Basin environmental conditions has been considered as example. Several aspects of the filtering algorithms were analyzed and compared, involving the influence of each filter in the overall DP performance, relationship of design parameters with physical system, ease of commissioning and tuning. The trade off between low frequency tracking (which is associated with the delay time) and wave response suppression is analyzed and discussed for both categories of filters.Copyright


ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering | 2003

Structural Behavior of Flexible Pipe Carcass During Launching

Clóvis de Arruda Martins; C. P. Pesce; José Augusto Penteado Aranha

The interlocked carcass of a flexible pipe, besides being designed to withstand hydrostatic and squeezing loads applied by the tensioned armor layers, must resist to localized loads applied by caterpillars during the launching operation. Load distribution is dependent on the number of tensioners and on their geometry, as well as on the properties of external plastic layers and cross section design. Being the winding pitch of an interlocked carcass small enough and considering that the plastic layers extrusion process provides some confinement to this structure, one may consider, at least as a first approach, an equivalent pipe to model the structural behavior for radial loads. Any alternative approach, as a finite element model, would depend on a difficult assessment of parameters, as those related to the internal contact problem. Recovering classical results from the theory of elasticity, the structural behavior is formulated, for a general radial load distribution. The instability problem is also addressed. Despite the simplicity of such a model, results agree quite well with experiments conducted under controlled conditions. Applied to a typical carcass, the model predicts a safe behavior regarding instability and recovers elastic deformation as a function of a general dimensionless load parameter.Copyright


Journal of Engineering Mechanics-asce | 2012

Equation of Motion Governing the Dynamics of Vertically Collapsing Buildings

C. P. Pesce; Leonardo Casetta; Flávia Monique Santos

AbstractThe present paper aims at contributing to a discussion, opened by several authors, on the proper equation of motion that governs the vertical collapse of buildings. The most striking and tragic example is that of the World Trade Center Twin Towers, in New York City, about 10 years ago. This is a very complex problem and, besides dynamics, the analysis involves several areas of knowledge in mechanics, such as structural engineering, materials sciences, and thermodynamics, among others. Therefore, the goal of this work is far from claiming to deal with the problem in its completeness, leaving aside discussions about the modeling of the resistive load to collapse, for example. However, the following analysis, restricted to the study of motion, shows that the problem in question holds great similarity to the classic falling-chain problem, very much addressed in a number of different versions as the pioneering one, by von Buquoy or the one by Cayley. Following previous works, a simple single-degree-of-...


29th International Conference on Ocean, Offshore and Arctic Engineering: Volume 5, Parts A and B | 2010

Crushing and Wet Collapse of Flowline Carcasses: A Theoretical-Experimental Approach

C. P. Pesce; Clóvis de Arruda Martins; André Luís Condino Fujarra; Fernanda C. M. Takafuji; Guilherme R. Franzini; Teófilo Barbosa; Carlos Godinho

The present paper brings together theoretical predictions and experimental results, comparing crushing tests results as well as carcass wet collapse tests. The theoretical models are of two kinds: (i) numerical (FE) and (ii) analytical. The first kind is a restricted 3D version of a finite element model. The second kind is based on classic assumptions of equivalent ring behavior. Discussion is made on the real yield stress value to be adopted, as well as on the pertinence of geometric hypotheses. Sensitivity analyses, regarding ovalization and helical pitch are also presented.© 2010 ASME


Volume 4: Terry Jones Pipeline Technology; Ocean Space Utilization; CFD and VIV Symposium | 2006

The Robustness of the Added Mass in VIV Models

Leandro D. Cunha; C. P. Pesce; Juan B. V. Wanderley; André Luís Condino Fujarra

In this paper we show that added mass coefficient, Ca , is robust, i.e., is a first measure of model consistency. Regardless of the model type, phenomenological as well as CFD models, the general trend of the added mass coefficient plot is always the same.Copyright


Journal of The Brazilian Society of Mechanical Sciences and Engineering | 2006

Adaptive techniques applied to offshore dynamic positioning systems

Eduardo A. Tannuri; Leonardo K. Kubota; C. P. Pesce

Dynamic positioning systems (DPS) comprise the deployment of active propulsion to maintain the position and heading of a vessel. Several sensors are used to measure the actual position of the floating body, while a control algorithm is responsible for the calculation of forces to be delivered by each propeller, in order to counteract all environmental forces, such as wind, waves and current loads. The controller cannot directly compensate motions in the sea waves frequency range, since they would require an enormous amount of power to be attenuated, possibly causing damage to the propeller system. That is the reason why a filtering algorithm is to be put in place to separate high-frequency components from the low-frequency ones, which are, then, fed into the control loop. Usual commercial systems apply Kalman filtering technique to perform such task, due to the smaller phase-lag introduced in the control loop compared to conventional low-pass filters. The Kalman filter draws on a model of the system to be controlled, which, in turn, depends on an unknown parameter, related to the wave frequency. Adaptive filtering is called upon with a view to perform an on-line estimation of such parameter. Most control algorithms, however, rely on fixed gains, thus making it possible for a noticeable performance degradation to take place in some situations, as those associated to mass variation during a loading operation. This paper presents the application of model-reference adaptive control (MRAC) technique to DPSs, cascaded with the commonly used adaptive Kalman filter. The model of a dynamically-positioned shuttle tanker exposed to waves and current is employed to highlight the advantages of the adaptive controller compared to commonplace fixed-gain controllers.

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Roberto Ramos

University of São Paulo

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