Työkoneen levypyörän kantavuus

Työkoneen vanteen kantavuuslaskentaan käytettävän taulukon epäiltiin tuottavan todellista huonompia kantavuuksia etenkin suurten offset-arvon vanteiden tapauksessa. Tutkimuksessa yhdestä tyypillistä kokoa edustavasta vannetyypistä valmistettiin offset-säädettävä erikoisvanne. Vanteen käytön aikaisia rasituksia seurattiin venymäliuska-antureilla koeajoradalla tavanomaisissa ajotilanteissa eri offset-arvoilla traktorilla vedettävän kuormitetun testivaunun avulla. Saatuja tuloksia vertailtiin vanteen elementtimallin tuloksiin ja käytettyjä kuormitusolettamia muutettiin. Tutkimuksen tuloksena kantavuuden laskentaan käytettävän taulukon todettiin toimivan pääosin mittauksen mukaisesti. Vanteen offset-arvolla on laskentataulukon mukaisesti merkittävä vaikutus vanteen keskiön väsymiskestävyyteen. Suurilla negatiivisilla offset-arvoilla vanteen kestoiän määrä ajo taisella alustalla, kun taas suurten positiivisten vanteiden väsymisvaurio aiheutuu pääosin kaltevalla pinnalla ajosta. Mittauksella pystyttiin osoittamaan laskentataulukon konservatiivinen olettama etenkin suurten negatiivisten offset-arvojen vanteille, jolla kyseenomaisten vanteiden väsymiskestoikää voidaan parantaa merkittävästi. Lisäksi laskentaohjelman tekemisessä käytettyjen kuormitus- ja reunaehto-olettamien vahvistettiin toimivan keskiön kannalta riittävällä tarkkuudella. Havainnolla on tärkeä rooli tulevissa elementtimenetelmään perustuvissa kantavuuslaskelmissa.

Mechanical simulation of the endovascular repair of abdominal aortic aneurysms

Ce travail de thèse porte sur la simulation du déploiement des prothèses vasculaires de type stent-graft (SG) lors de la réparation endovasculaire (EVAR) des anévrismes de l’aorte abdominale (AAA). Cette étude se présente en trois parties: (i) tests mécaniques en flexion et compression de SG couramment utilisés (corps et jambage de marque Cook) ainsi que la simulation numérique desdits tests, (ii) développement d’un modèle numérique d’anévrisme, (iii) stratégie de simulation du déploiement des SG. La méthode numérique employée est celle des éléments finis. Dans un premier temps, une vérification du modèle éléments finis (MEF) des SG est realisée par comparaison des différents cas de charge avec leur pendant expérimental. Ensuite, le MEF vasculaire (AAA) est lui aussi vérifié lors d’une comparaison des niveaux de contraintes maximales principales dans la paroi avec des valeurs de la littérature. Enfin, le déploiement est abordé tout en intégrant les cathéters. Les tests mécaniques menés sur les SG ont été simulés avec une différence maximale de 5,93%, tout en tenant compte de la pré-charge des stents. Le MEF de la structure vasculaire a montré des contraintes maximales principales éloignées de 4,41% par rapport à un modèle similaire précédemment publié. Quant à la simulation du déploiement, un jeu complet de SG a pu être déployé avec un bon contrôle de la position relative et globale, dans un AAA spécifique pré-déformé, sans toutefois inclure de thrombus intra-luminal (TIL). La paroi du AAA a été modélisée avec une loi de comportement isotropique hyperélastique. Étant donné que la différence maximale tolérée en milieu clinique entre réalité et simulation est de 5%, notre approche semble acceptable et pourrait donner suite à de futurs développements. Cela dit, le petit nombre de SG testés justifie pleinement une vaste campagne de tests mécaniques et simulations supplémentaires à des fins de validation.

Use of fused airborne scanning laser altimetry and digital map data for urban flood modelling

Flood modelling of urban areas is still at an early stage, partly because until recently topographic data of sufficiently high resolution and accuracy have been lacking in urban areas. However, Digital Surface Models (DSMs) generated from airborne scanning laser altimetry (LiDAR) having sub-metre spatial resolution have now become available, and these are able to represent the complexities of urban topography. The paper describes the development of a LiDAR post-processor for urban flood modelling based on the fusion of LiDAR and digital map data. The map data are used in conjunction with LiDAR data to identify different object types in urban areas, though pattern recognition techniques are also employed. Post-processing produces a Digital Terrain Model (DTM) for use as model bathymetry, and also a friction parameter map for use in estimating spatially-distributed friction coefficients. In vegetated areas, friction is estimated from LiDAR-derived vegetation height, and (unlike most vegetation removal software) the method copes with short vegetation less than ~1m high, which may occupy a substantial fraction of even an urban floodplain. The DTM and friction parameter map may also be used to help to generate an unstructured mesh of a vegetated urban floodplain for use by a 2D finite element model. The mesh is decomposed to reflect floodplain features having different frictional properties to their surroundings, including urban features such as buildings and roads as well as taller vegetation features such as trees and hedges. This allows a more accurate estimation of local friction. The method produces a substantial node density due to the small dimensions of many urban features.

Using a water-soluble melamine-formaldehyde resin to improve the hardness of Norway spruce wood

Samples of Norway spruce wood were impregnated with a water-soluble melamine formaldehyde resin by using short-term vacuum treatment and long-term immersion, respectively. By means of Fourier transform infrared (FTIR) spectroscopy and UV microspectrophotometry, it was shown that only diffusion during long-term immersion leads to sufficient penetration of melamine resin into the wood structure, the flow of liquids in Norway spruce wood during vacuum treatment being greatly hindered by aspirated pits. After an immersion in aqueous melamine resin solution for 3 days, the resin had penetrated to a depth > 4 mm, which, after polymerization of the resin, resulted in an improvement of hardness comparable to the hardwood beech. A finite element model describing the effect of increasing depth of modification on hardness demonstrated that under the test conditions chosen for this study, a minimum impregnation depth of 2 mm is necessary to achieve an optimum increase in hardness. (C) 2004 Wiley Periodicals, Inc.

Mapping the cytoskeletal prestress

Park CY, Tambe D, Alencar AM, Trepat X, Zhou EH, Millet E, Butler JP, Fredberg JJ. Mapping the cytoskeletal prestress. Am J Physiol Cell Physiol 298: C1245-C1252, 2010. First published February 17, 2010; doi: 10.1152/ajpcell.00417.2009.-Cell mechanical properties on a whole cell basis have been widely studied, whereas local intracellular variations have been less well characterized and are poorly understood. To fill this gap, here we provide detailed intracellular maps of regional cytoskeleton (CSK) stiffness, loss tangent, and rate of structural rearrangements, as well as their relationships to the underlying regional F-actin density and the local cytoskeletal prestress. In the human airway smooth muscle cell, we used micropatterning to minimize geometric variation. We measured the local cell stiffness and loss tangent with optical magnetic twisting cytometry and the local rate of CSK remodeling with spontaneous displacements of a CSK-bound bead. We also measured traction distributions with traction microscopy and cell geometry with atomic force microscopy. On the basis of these experimental observations, we used finite element methods to map for the first time the regional distribution of intracellular prestress. Compared with the cell center or edges, cell corners were systematically stiffer and more fluidlike and supported higher traction forces, and at the same time had slower remodeling dynamics. Local remodeling dynamics had a close inverse relationship with local cell stiffness. The principal finding, however, is that systematic regional variations of CSK stiffness correlated only poorly with regional F-actin density but strongly and linearly with the regional prestress. Taken together, these findings in the intact cell comprise the most comprehensive characterization to date of regional variations of cytoskeletal mechanical properties and their determinants.

Mastication effort study using photorefractive holographic interferometry technique

The purpose of this work was the force-displacement response analysis of the masticatory process in a dried human skull by Double-Exposure Photorefractive Holographic Interferometry Technique (2E-PRHI). The load concentration and dissipation of the forces from dried human skull were analysed at applied loading stands as a Simulation of Isolated Contraction (SIC) of some mastication muscles. The 2EHI and Fringe Analysis Method were used to obtain the quantitative results of this force-displacement response. These results document quantitatively the real biomechanical response from dried human skull under applied loading and it can be used for complementary study by finite element model and others analysis type. Crown Copyright (C) 2009 Published by Elsevier Ltd. All rights reserved.

Experimental and computational investigation of the roll forming process

One of the first questions to consider when designing a new roll forming line is the number of forming steps required to produce a profile. The number depends on material properties, the cross-section geometry and tolerance requirements, but the tool designer also wants to minimize the number of forming steps in order to reduce the investment costs for the customer. There are several computer aided engineering systems on the market that can assist the tool designing process. These include more or less simple formulas to predict deformation during forming as well as the number of forming steps. In recent years it has also become possible to use finite element analysis for the design of roll forming processes. The objective of the work presented in this thesis was to answer the following question: How should the roll forming process be designed for complex geometries and/or high strength steels? The work approach included both literature studies as well as experimental and modelling work. The experimental part gave direct insight into the process and was also used to develop and validate models of the process. Starting with simple geometries and standard steels the work progressed to more complex profiles of variable depth and width, made of high strength steels. The results obtained are published in seven papers appended to this thesis. In the first study (see paper 1) a finite element model for investigating the roll forming of a U-profile was built. It was used to investigate the effect on longitudinal peak membrane strain and deformation length when yield strength increases, see paper 2 and 3. The simulations showed that the peak strain decreases whereas the deformation length increases when the yield strength increases. The studies described in paper 4 and 5 measured roll load, roll torque, springback and strain history during the U-profile forming process. The measurement results were used to validate the finite element model in paper 1. The results presented in paper 6 shows that the formability of stainless steel (e.g. AISI 301), that in the cold rolled condition has a large martensite fraction, can be substantially increased by heating the bending zone. The heated area will then become austenitic and ductile before the roll forming. Thanks to the phenomenon of strain induced martensite formation, the steel will regain the martensite content and its strength during the subsequent plastic straining. Finally, a new tooling concept for profiles with variable cross-sections is presented in paper 7. The overall conclusions of the present work are that today, it is possible to successfully develop profiles of complex geometries (3D roll forming) in high strength steels and that finite element simulation can be a useful tool in the design of the roll forming process.

Ferramentas para análise dinâmica e estrutural de um reboque de linha leve

Neste trabalho é desenvolvida uma metodologia de projeto para identificar as regiões críticas da estrutura de um reboque de linha leve sendo tracionado em pavimentos do tipo rodovia de baixa qualidade e estrada secundária de muito baixa qualidade. Para tanto, são levantados alguns dados experimentais da estrutura, necessários para a aproximação e simulação dinâmica de um modelo simplificado. A excitação da base é realizada por atuadores que simulam as oscilações verticais de um perfil de estrada, a qual é definida de acordo com os estudos realizados por Dodds e Robson (1973). Isto permite a determinação de um histórico de carregamentos das regiões da estrutura do chassi sob a ação das molas da suspensão. Em seguida, é gerado um modelo estrutural simplificado do reboque em elementos finitos, chamado de global, no qual são determinadas as regiões sob ação das maiores tensões. Tendo identificada a região mais crítica da estrutura, é criado um modelo local desta parte, onde se pode observar a distribuição de tensões com mais detalhe, permitindo a identificação dos pontos de concentração de tensões. Desta forma, com a aplicação do método de análise global-local é possível a obtenção de resultados detalhados quanto aos esforços da estrutura com um menor custo computacional.

Design of a control system using linear matrix inequalities for the active vibration control of a plate

The study of algorithms for active vibration control in smart structures is an area of interest, mainly due to the demand for better performance of mechanical systems, such as aircraft and aerospace structures. Smart structures, formed using actuators and sensors, can improve the dynamic performance with the application of several kinds of controllers. This article describes the application of a technique based on linear matrix inequalities (LMI) to design an active control system. The positioning of the actuators, the design of a robust state feedback controller and the design of an observer are all achieved using LMI. The following are considered in the controller design: limited actuator input, bounded output (energy) and robustness to parametric uncertainties. Active vibration control of a flat plate is chosen as an application example. The model is identified using experimental data by an eigensystem realization algorithm (ERA) and the placement of the two piezoelectric actuators and single sensor is determined using a finite element model (FEM) and an optimization procedure. A robust controller for active damping is designed using an LMI framework, and a reduced model with observation and control spillover effects is implemented using a computer. The simulation results demonstrate the efficacy of the approach, and show that the control system increases the damping in some of the modes.

Analysis of the effects of damping in the models validation

The search for better performance in the structural systems has been taken to more refined models, involving the analysis of a growing number of details, which should be correctly formulated aiming at defining a representative model of the real system. Representative models demand a great detailing of the project and search for new techniques of evaluation and analysis. Model updating is one of this technologies, it can be used to improve the predictive capabilities of computer-based models. This paper presents a FRF-based finite element model updating procedure whose the updating variables are physical parameters of the model. It includes the damping effects in the updating procedure assuming proportional and non proportional damping mechanism. The updating parameters are defined at an element level or macro regions of the model. So, the parameters are adjusted locally, facilitating the physical interpretation of the adjusting of the model. Different tests for simulated and experimental data are discussed aiming at evaluating the characteristics and potentialities of the methodology.

Ajuste de modelos estruturais aplicado em problema de contato

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Caracterização físico-química, morfológica, análise mecânica e de elementos finitos 3D, de diferentes placas e parafusos metálicos e técnicas de fixação interna, empregadas em fraturas de ângulo mandibular

Pós-graduação em Odontologia - FOA

Análise das tensões geradas durante a contração de polimerização e aplicação de cargas em restaurações diretas de resina composta. Efeito da utilização de materiais para base ou forramento

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Estudo de vibrações eólicas em linhas de transmissão de energia elétrica de alta tensão

O crescente aumento da demanda de energia elétrica tem forçado o avanço tecnológico dos equipamentos responsáveis pelo transporte desta energia fazendo com que estes trabalhem sob tensões cada vez maiores, principalmente por razões econômicas. Mas este fato implica diretamente no incremento do diâmetro do condutor, o que acarreta elevação de seus custos, bem como das estruturas que devem suportá-lo. Para atender a esta necessidade sem aumentar o custo de projeto da linha de transmissão, surgiu a idéia de utilizar mais de um condutor por fase, montados paralelamente entre si a pequenas distâncias, o que é conseguido através da inserção de espaçadores montados a intervalos regulares ao longo dos vãos das linhas. Por outro lado, problemas mecânicos de ordem operacional das linhas podem ocorrer, como, por exemplo, a ruptura total ou parcial dos cabos e/ou espaçadores, proveniente de excitações dinâmicas devidas ao vento. Assim, este trabalho consiste no estudo do comportamento dinâmico de feixe de cabos de linhas aéreas de transmissão, através de um modelo de elementos finitos. O modelo reproduz o acoplamento dos cabos aos espaçadoresamortecedores da linha de transmissão e às estruturas de ancoragem, considerando o efeito de não-linearidade geométrica, decorrente dos grandes deslocamentos dos cabos, bem como a continuidade da linha, ou seja, os vãos adjacentes, que são representados por rigidez equivalente no modelo. O carregamento de vento é modelado através de um processo não deterministico a partir de suas propriedades estatísticas, tal que fica subdividido em duas partes: uma parte média, analisada de forma estática; e uma parte variável, analisada de forma dinâmica. Os resultados obtidos ao longo desse estudo mostram que a parcela variável do carregamento leva a uma resposta dinâmica do modelo que pode ser determinante no seu comportamento. Assim, o procedimento tradicional de assumir o carregamento do vento como uma excitação estática pode levar, em alguns casos a conseqüências desastrosas.

Avaliação da verticalização de segundo molar inferior ancorado em minimplante através da metodologia dos elementos finitos 3D

Pós-graduação em Odontologia - FOA