998 resultados para Análise elementos finitos
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Um dos métodos clássicos da geofísica de exploração é o Método de Eletrorresistividade, estabelecido há um século pelos irmãos Schlumberger e desde então amplamente empregado em prospecção mineral, estudos ambientais e hidrogeologia e em pesquisa de fontes geotermais. Conceitualmente o método consiste de injeção de corrente elétrica na subsuperfície e de medida de diferença de potencial elétrico, resultante da interação da corrente com o meio. As localizações dessas fontes e receptores são determinadas pelo arranjo escolhido para o levantamento. Após o processamento, obtém-se pseudo-seções de resistividade aparente que indicam a distribuição de condutividade em subsuperfície. Devido à simplicidade dos fundamentos físicos de sua formulação, o método apresenta fácil implementação computacional quando comparado aos métodos eletromagnéticos de fonte controlada. Na literatura há inúmeros trabalhos de modelagem computacional, onde se calcula a resposta para problemas 2-D e 3-D. Nestes trabalhos, as pseudo-seções são obtidas a partir do cálculo do potencial elétrico total. Neste trabalho, apresentaremos a resposta da modelagem de eletroresistividade 2-D com o arranjo dipolo-dipolo, obtida a partir do potencial elétrico secundário. A solução é calculada através do método de elementos finitos usando malhas não estruturadas. Para efeito de validação, os resultados são comparados com a resposta 2-D obtida a partir dos potencias totais.
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As distorções estáticas são um grave problema que afeta o método magnetotelúrico e muitas tentativas têm sido feitas para eliminar ou minimizar os seus efeitos. Este trabalho trata de uma técnica nova que trata deste problema, o método EMAP, que é uma adaptação do método magnetotelúrico na qual as medidas de campo elétrico são feitas em uma linha contínua de dipolos conectados entre si, e os dados coletados desta maneira são tratados com um filtro espacial passa-baixa dependente da frequência. Este trabalho é composto de duas partes principais, a simulação numérica dos dados contaminados com as distorções estáticas e a filtragem destes dados com o filtro espacial passa-baixa. Na primeira parte, aplicamos o método dos elementos finitos para simular a resposta dos dipolos elétricos, os quais fazem as medidas do campo elétrico. Na segunda parte aplicamos a janela de Hanning como filtro passa-baixa apropriado para tratar os dados.
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Pós-graduação em Engenharia Mecânica - FEG
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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This work is initially based in give a solution to a problem consisting of lifting a load in a warehouse focusing specifically on the solution´s project and comparison of the results obtained following the sequence of the book and comparing these results with the finite elements simulation based on the 3D components modeling. Starting from that was realized the project of the worm gear reducer to solve the problem and makes the work easier. The project consisted basically of the study, project itself and simulation by software of a worm gear reducer and projects steps, starting with the initial problem conditions (to lifting a load up to an specific height at a given time) following all the reducer project sequence, starting by the preliminary draft and electric motor selection using iterative process, material selection, worm gear dimensioning, axles, keyways, bearings and coupling. After that was performed the three dimensional modeling of the components using SolidWorks software and simulating these components using Ansys software. The results show the importance of the CAD in terms of improving project development speed and reducing costs with prototypes
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Carnival is a unique opportunity for the associations demonstrate the community’s annual work and the float is a major component of this celebration, responsible for pitch the samba using allegories and carry important figures. The excess weight of the floats which are mostly manufactured from truck and bus structures requires larger amount of people to push the vehicle in addition to increased efforts on the steering systems, suspension and wheels, raising the probability of breakage and loss of one year work. The objective of this study is to use the concepts of strength of materials combined with computer simulation to obtain a structure that has the lowest possible weight without compromising the safety of transported components and that is also easy to manufacture, drive and store
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The Urucuia Aquifer System represents a strategic water source in western Bahia. Its baseflow is responsible for the flow rate of the main tributaries of São Francisco river left bank in the dry season, including the Rio Grande, its main tributary in Bahia state. This river has a hydrological regime heavily affected by groundwater and is located in a region with conflicts about water resources. The aquifers geology is constituted by neocretacious sandstones of Urucuia Group subdivided in Posse Formation and Serra das Araras Formation. The embasement is formed by neoproterozoic rocks of Bambuí Group. This work focuses on an important tool application, the mathematical model, whose function is represent approximately and suitably the reality so that can assist in different scenarios simulations and make predictions. Many studies developed in this basin provided the conceptual model basis including a full free aquifer, lithological and hydraulical homogeneity in entire basin, null flux at plateau borders and aquifer base. The finite element method is the numerical method used and FEFLOW the computational algorithm. The simulated area was discretized in a single layer with 27.357,6 km² (314.432 elements and 320.452 nodes) totaling a 4.249,89 km³ volume. Were utilized 21 observation wells from CERB to calibrate the model. The terrain topography was obtained by SRTM data and the impermeable base was generated by interpolation of descriptive profiles from wells and electric vertical drilling from previous studies. Works in this area obtained mean recharge rates varying approximately from 20% to 25% of average precipitation, thus the values of model recharge zones varying in this range. Were distributed 4 hydraulic conductivity zones: (K1) west zone with K=6x10-5 m/s; (K2) center-east zone with K=3x10-4 m/s; (K3) far east zone with K=5x10-4 m/s; e (K4) east-north zone with K=1x10-5 m/s. Thereby was incorporated to the final conceptual model...
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The purpose of this research was tested a finite element model (FEM) that represented the creep of a slab during the reheating process of hot rolling. The aim is to prevent creep phenomenon changing the reheating profile with hot tensile test in Gleeble 3500, and, also, understand the former defect crisis. The goal of this work is to have a predictive tool to optimize the reheating process changing parameters (length and thickness). Then, use input parameters obtained from the tests to approximate the solution of the problem aided by Abaqus CAE. The results have showed that the ferritic stainless steel AISI 409 has a lower sensitivity to creep comparing to the stainless steel AISI 409, AISI 430Ti, AISI 441 and AISI 444
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Due to greater productivity in the auto industry and the high competition in the current market, employees are required to perform repeated movements and often, with short intervals of rest. This daily exposure causes muscle tension and overloads occasional, thus creating problems and psychosocial stress. Currently companies are concerned with the welfare of the employee, where the main focus is product quality and life of the worker, thus justifying such a study. Therefore , this technical work to assist the master's thesis of graduate student Daniel Rodriguez , was developed with the objective is to analyze , develop, design and construct a coupled to a load cell device simulating a stitcher to be used in an industry the posts stapling upholstery of seats . Are the stages of design and construction detailed in this work and its positive results in relation to the technical part of the study
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It aims the comparison of these moments between an analytical plates theory and a computational numerical simulation. It is accented the details of studies about analytical theory as well the process, step by step, of a program that has as an influence the method of finite elements. The theory of plates has an extremely importance when it is talked about slabs and it takes as a base some fundamental hypotheses (that the middle point of the plate is considered flat and under formable) the points that are normal in relation to the middle surface is not considered because of its intensity that is irrelevant in comparison to the rest. The computational programs offer good results when they are applied in a correct way and, it resolves numerous functions in a short period of time. The objective is to highlight the importance of bending moments, its points of maximum and minimum, that has the objective of realize a good reinforcement sizing for a reinforced concrete. Furthermore, it can propitiate an economy in places that is demanded a small quantity of steel, before dimensioned for a load that is distributed in all the surface of the plate, at the same intensity
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This work aims to determine the stresses acting on the main beam of a crane to transport steel coils of up to twelve tons. To determine the stress it was made a revision of the knowledge of the mechanics of materials to apply the analytical method. Following a review of the finite element method is made to understand the same. To complete the study it was used the commercial software ANSYS to determine the stresses by finite element method, the program provides images that help to better understand the results obtained. With the results a comparison of the values of the tensions between the two methods (analytical and finite element) was made. To assist in the calculations it was used the NBR 8400, 1984 (Calculation of Lifting Equipment Load)
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This work aims to determine the first natural frequency of rotation shaft by using a basic software, Excel, and to compare it to the values obtained in laboratory. When an axle is submitted to a rotation, depending on the rotational frequency used, the axle can enter a state of resonance, in which the amplitude of vibration becomes rather high. The frequencies in which the resonance is observed depends on several parameters of the axle, including the number of concentrated masses associated to the axle. Thus, to obtain a computer program of easy use and access, which can preview the frequency of resonance of an axle in rotation with ‘n’ numbers of concentrated masses it has been studied how the frequency varies with each of these parameters. The computer program and the analyses have been made using the Rayleigh Method, which allowed the transformation of a continuous system to discrete through the theory of finite elements, which has proved that, the bigger the number of divisions of the shaft taken into consideration in the calculus of the natural frequency, the more this value gets close to the real value. The results obtained have been considered satisfactory once these have gotten close to the theoretical results expected
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Pós-graduação em Engenharia Mecânica - FEIS