Numerical and experimental investigation of a vibration system with non-ideal vibration source

An excitation force that is not influenced by the system's states is said to be an ideal energy source. In real situations, a direct and feedback coupling between the excitation source and the system must always exist. This manifestation of the law of conversation of energy is known as Sommerfeld Effect. In the case of obtaining a mathematical model for such system, additional equations are usually necessary to describe the vibration sources and their coupling with the mechanical system. In this work, a cantilever beam and a non-ideal electric DC motor that is fixed to the beam free end is analyzed. The motor has an unbalanced mass that provides excitation to the system proportional to the current applied to the motor. During the motor's coast up operation, as the excitation frequency gets closer to the beam first natural frequency and if the drive power increases further, the DC motor speed remains constant until it suddenly jumps to a much higher value (simultaneously the vibration amplitude jumps to a much lower value) upon exceeding a critical input power. It was found that the Sommerfeld effect depends on some system parameters and the motor operational procedures. These parameters are explored to avoid the resonance capture in Sommerfeld effect. Numerical simulations and experimental tests are used to help insight this dynamic behavior.

Vibração de barras em pequena amplitude com efeito geométrico

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Falhas de mercado e redes em políticas públicas: desafios e possibilidades ao Sistema Único de Saúde

Os princípios e as diretrizes do Sistema Único de Saúde (SUS) impõem uma estrutura de assistência baseada em redes de políticas públicas que, combinada ao modelo de financiamento adotado, conduz a falhas de mercado. Isso impõe barreiras à gestão do sistema público de saúde e à concretização dos objetivos do SUS. As características institucionais e a heterogeneidade dos atores, aliadas à existência de diferentes redes de atenção à saúde, geram complexidade analítica no estudo da dinâmica global da rede do SUS. Há limitações ao emprego de métodos quantitativos baseados em análise estática com dados retrospectivos do sistema público de saúde. Assim, propõe-se a abordagem do SUS como sistema complexo, a partir da utilização de metodologia quantitativa inovadora baseada em simulação computacional. O presente artigo buscou analisar desafios e potencialidades na utilização de modelagem com autômatos celulares combinada com modelagem baseada em agentes para simulação da evolução da rede de serviços do SUS. Tal abordagem deve permitir melhor compreensão da organização, heterogeneidade e dinâmica estrutural da rede de serviços do SUS e possibilitar minimização dos efeitos das falhas de mercado no sistema de saúde brasileiro.

Prediseño de modelos a escala para el estudio de fenómenos dinámicos de interacción suelo-estructura en aerogeneradores off-shore sobre monopilotes

Máster Universitario en Eficiencia Energética (SIANI)

Kinematic interaction factors of deep foundations with inclined piles.

[EN]The beneficial or detrimental role of battered piles on the dynamic response of piled foundations has not been yet fully elucidated. In order to shed more light on this aspect, kinematic interaction factors of deep foundations with inclined piles, are provided for single battered piles, as well as for 2X2 and 3X3 groups of piles subjected to vertically incident plane shear S waves.

Untersuchung der Strukturdynamik arbeitender F1-ATPase und ATP-Synthase aus Micrococcus luteus in Einzelschußexperimenten mit Synchrotronstrahlung

ZusammenfassungDie ATP-Synthase koppelt im Energiestoffwechsel der Zellen den Protonentransport über die biologische Membran mit der Synthese des energiespeichernden Moleküls ATP aus ADP und Phosphat. ATP-Synthasen bestehen aus 2 Subkomplexen, wobei der katalytische F1-Teil von der membranständigen Domäne abgelöst werden kann und nur zur ATP-Hydrolyse fähig ist. Der hochkooperative Reaktionsmechanismus der dreizentrigen ATP-Synthasen ist weitgehend unklar.Im Rahmen dieser Arbeit wurde der ATP-Synthasekomplex und ihr wasserlösliches katalytisches F1-Fragment aus Micrococcus luteus in präparativem Maßstab mittels chromatographischer Trennmethoden isoliert. Die Überprüfung der Funktionalität beider Enzyme erfolgte mit enzymatischen Methoden. Durch zeitaufgelöste Röntgenkleinwinkelstreuung wurde die Strukturdynamik der arbeitenden ATP-Synthase und ihres F1-Fragmentes aus Micrococcus luteus im Laufe des ATP-Hydrolysezyklus untersucht. Diese Methode diente zum Nachweis weiträumiger Konformationsänderungen innerhalb der arbeitenden Enzyme unter nativen physiologischen Bedingungen. Die zeitaufgelösten Streuexperimente fanden an der ESRF (Europäische Synchrotronstrahlungsquelle) in Grenoble (F) statt. Dort wurden für beide Enzyme im Laufe des ATP-Hydrolysezykus molekulare Bewegungen nachgewiesen. Als Referenz zu den zeitaufgelösten Messungen dienten statische Messungen zur Strukturuntersuchung der Proteine am schwächeren DESY. Anhand dieser Strukturdaten wurden Molekülmodelle der F1-ATPase und ATP-Synthase aus Micrococcus luteus konstruiert. Das Molekülmodell der F1-ATPase war die Grundlage zur Modellierung einzelner Teilschritte des ATP-Hydrolysezyklus bei 20°C. Die experimentellen Daten wurden mit einer Kippbewegung der membranseitigen Domäne der katalytischen b-Untereinheiten der F1-ATPase während des ATP-Hydrolysezyklus interpretiert.

Pushover analysis of an existing reinforced concrete bridge:Jamboree Road Overcrossing in Irvine, California

The work for the present thesis started in California, during my semester as an exchange student overseas. California is known worldwide for its seismicity and its effort in the earthquake engineering research field. For this reason, I immediately found interesting the Structural Dynamics Professor, Maria Q. Feng's proposal, to work on a pushover analysis of the existing Jamboree Road Overcrossing bridge. Concrete is a popular building material in California, and for the most part, it serves its functions well. However, concrete is inherently brittle and performs poorly during earthquakes if not reinforced properly. The San Fernando Earthquake of 1971 dramatically demonstrated this characteristic. Shortly thereafter, code writers revised the design provisions for new concrete buildings so to provide adequate ductility to resist strong ground shaking. There remain, nonetheless, millions of square feet of non-ductile concrete buildings in California. The purpose of this work is to perform a Pushover Analysis and compare the results with those of a Nonlinear Time-History Analysis of an existing bridge, located in Southern California. The analyses have been executed through the software OpenSees, the Open System for Earthquake Engineering Simulation. The bridge Jamboree Road Overcrossing is classified as a Standard Ordinary Bridge. In fact, the JRO is a typical three-span continuous cast-in-place prestressed post-tension box-girder. The total length of the bridge is 366 ft., and the height of the two bents are respectively 26,41 ft. and 28,41 ft.. Both the Pushover Analysis and the Nonlinear Time-History Analysis require the use of a model that takes into account for the nonlinearities of the system. In fact, in order to execute nonlinear analyses of highway bridges it is essential to incorporate an accurate model of the material behavior. It has been observed that, after the occurrence of destructive earthquakes, one of the most damaged elements on highway bridges is a column. To evaluate the performance of bridge columns during seismic events an adequate model of the column must be incorporated. Part of the work of the present thesis is, in fact, dedicated to the modeling of bents. Different types of nonlinear element have been studied and modeled, with emphasis on the plasticity zone length determination and location. Furthermore, different models for concrete and steel materials have been considered, and the selection of the parameters that define the constitutive laws of the different materials have been accurate. The work is structured into four chapters, to follow a brief overview of the content. The first chapter introduces the concepts related to capacity design, as the actual philosophy of seismic design. Furthermore, nonlinear analyses both static, pushover, and dynamic, time-history, are presented. The final paragraph concludes with a short description on how to determine the seismic demand at a specific site, according to the latest design criteria in California. The second chapter deals with the formulation of force-based finite elements and the issues regarding the objectivity of the response in nonlinear field. Both concentrated and distributed plasticity elements are discussed into detail. The third chapter presents the existing structure, the software used OpenSees, and the modeling assumptions and issues. The creation of the nonlinear model represents a central part in this work. Nonlinear material constitutive laws, for concrete and reinforcing steel, are discussed into detail; as well as the different scenarios employed in the columns modeling. Finally, the results of the pushover analysis are presented in chapter four. Capacity curves are examined for the different model scenarios used, and failure modes of concrete and steel are discussed. Capacity curve is converted into capacity spectrum and intersected with the design spectrum. In the last paragraph, the results of nonlinear time-history analyses are compared to those of pushover analysis.

Räumliche und zeitliche Einbindung einer strukturierten Population der Westlichen Smaragdeidechse (Lacerta bilineata, DAUDIN 1802) im Mittelrheintal

In der vorliegenden Arbeit wurde die räumliche und zeitliche Dynamik einer strukturierten Population der Westlichen Smaragdeidechse (DAUDIN, 1802) im Mittelrheintal zwischen 1997 und 2000 untersucht. Dazu wurden die Teilaspekte der Hibernation, der Thermoregulation und der Raumnutzung der Art analysiert. Die Ergebnisse der Hibernation deuten auf eine hohe Relevanz dieses Jahresabschnitts für die Art in Bezug auf die Verbreitung in Südexponierten Steilhanglagen am Nordrand ihrer Verbreitung hin. Die Hibernationsstandorte unterscheiden sich im Mikroklimaprofil von Trockenmauern und Sommerlöchern. Die Standorte der Hibernation liegen in Zonen höchster Insolation im Untersuchungsgebiet. Die Analyse der Thermoregulation zeigte geschlechtsspezifische und saisonale Unterschiede, die mit den unterschiedlichen Jahresaktivitätszyklen erklärt werden können. Die Weibchen zeigen eine engere Bindung an die klimatischen Entwicklungen von Mirkohabitatstrukturen als die Männchen, was mit endogenen Faktoren zusammenhängen könnte. Die Parallelen und Unterschiede zu anderen Arten werden diskutiert. In der Raumnutzung zeigen sich auch Unterschiede zwischen Männchen und Weibchen, die auch mit den unterschiedlichen Jahresaktivitätszyklen erklärt werden können. Im Frühjahr und im Herbst zeigt die Art eine Bindung an Standorte hoher Insolation im Untersuchungsgebiet, im Sommer dagegen keine. In der Gesamtbetrachtung werden die Ergebnisse in Bezug auf das Verbreitungsbild der Art, Schutzaspekte und Schlüsselfaktoren der Habitatqualität diskutiert.

Fluid-structure interaction by a coupled lattice Boltzmann-finite element approach

In this thesis, a strategy to model the behavior of fluids and their interaction with deformable bodies is proposed. The fluid domain is modeled by using the lattice Boltzmann method, thus analyzing the fluid dynamics by a mesoscopic point of view. It has been proved that the solution provided by this method is equivalent to solve the Navier-Stokes equations for an incompressible flow with a second-order accuracy. Slender elastic structures idealized through beam finite elements are used. Large displacements are accounted for by using the corotational formulation. Structural dynamics is computed by using the Time Discontinuous Galerkin method. Therefore, two different solution procedures are used, one for the fluid domain and the other for the structural part, respectively. These two solvers need to communicate and to transfer each other several information, i.e. stresses, velocities, displacements. In order to guarantee a continuous, effective, and mutual exchange of information, a coupling strategy, consisting of three different algorithms, has been developed and numerically tested. In particular, the effectiveness of the three algorithms is shown in terms of interface energy artificially produced by the approximate fulfilling of compatibility and equilibrium conditions at the fluid-structure interface. The proposed coupled approach is used in order to solve different fluid-structure interaction problems, i.e. cantilever beams immersed in a viscous fluid, the impact of the hull of the ship on the marine free-surface, blood flow in a deformable vessels, and even flapping wings simulating the take-off of a butterfly. The good results achieved in each application highlight the effectiveness of the proposed methodology and of the C++ developed software to successfully approach several two-dimensional fluid-structure interaction problems.

Algunos indicadores sobre los cambios en la estructura y la movilidad social : Mendoza-Argentina 1991-2010

El objetivo de este artículo es proporcionar un marco que permita dimensionar y objetivar la diversidad de experiencias sociales de los mendocinos en los últimos 20 años. Concretamos esta meta, fragmentariamente, a partir de la recopilación y análisis de estudios de actualidad sobre los cambios en la estructura social del país y de la provincia. Debido a las limitaciones existentes –baches de información, magnitud, complejidad y velocidad de las transformaciones ocurridas–, consideramos solo indicadores disponibles, referidos principalmente a los aglomerados urbanos de Argentina y Mendoza. Para dar cuenta de la dinámica estructural, utilizamos el concepto régimen social de acumulación (RSA).

Educación y Trabajo en Ciencias de la Educación : Aportes desde el estudio de las trayectorias profesionales de sus graduados

La tesina pretende aportar al conocimiento de la relación entre educación y trabajo en Ciencias de la Educación en el marco de la reconfiguración de su campo profesional gestada en las últimas décadas. Para ello, este estudio se separa de aquellos que reconocen el sistema productivo como determinante de la formación de profesionales en educación, como de aquellos que suponen al graduado despojado de contexto y condicionantes. Es a partir de la misma intersección entre la dinámica estructural del campo y las prácticas socio-profesionales de los graduados, y a través del prisma conceptual de trayectorias profesionales, que se realiza un análisis de un conjunto de historias de vida profesionales de graduados en Ciencias de la Educación de la Universidad Nacional de La Plata. El recorrido analítico muestra cómo las acciones socio-profesionales de los graduados, en tanto actores sociales, tienen la capacidad de modificar la realidad: reflexionando sobre sus historias previas, diseñando su propio itinerario profesional, construyendo nuevos espacios de acción pedagógica y enfrentando resistencias

Educación y Trabajo en Ciencias de la Educación : Aportes desde el estudio de las trayectorias profesionales de sus graduados

La tesina pretende aportar al conocimiento de la relación entre educación y trabajo en Ciencias de la Educación en el marco de la reconfiguración de su campo profesional gestada en las últimas décadas. Para ello, este estudio se separa de aquellos que reconocen el sistema productivo como determinante de la formación de profesionales en educación, como de aquellos que suponen al graduado despojado de contexto y condicionantes. Es a partir de la misma intersección entre la dinámica estructural del campo y las prácticas socio-profesionales de los graduados, y a través del prisma conceptual de trayectorias profesionales, que se realiza un análisis de un conjunto de historias de vida profesionales de graduados en Ciencias de la Educación de la Universidad Nacional de La Plata. El recorrido analítico muestra cómo las acciones socio-profesionales de los graduados, en tanto actores sociales, tienen la capacidad de modificar la realidad: reflexionando sobre sus historias previas, diseñando su propio itinerario profesional, construyendo nuevos espacios de acción pedagógica y enfrentando resistencias

Educación y Trabajo en Ciencias de la Educación : Aportes desde el estudio de las trayectorias profesionales de sus graduados

La tesina pretende aportar al conocimiento de la relación entre educación y trabajo en Ciencias de la Educación en el marco de la reconfiguración de su campo profesional gestada en las últimas décadas. Para ello, este estudio se separa de aquellos que reconocen el sistema productivo como determinante de la formación de profesionales en educación, como de aquellos que suponen al graduado despojado de contexto y condicionantes. Es a partir de la misma intersección entre la dinámica estructural del campo y las prácticas socio-profesionales de los graduados, y a través del prisma conceptual de trayectorias profesionales, que se realiza un análisis de un conjunto de historias de vida profesionales de graduados en Ciencias de la Educación de la Universidad Nacional de La Plata. El recorrido analítico muestra cómo las acciones socio-profesionales de los graduados, en tanto actores sociales, tienen la capacidad de modificar la realidad: reflexionando sobre sus historias previas, diseñando su propio itinerario profesional, construyendo nuevos espacios de acción pedagógica y enfrentando resistencias

Dynamic analysis of road vehicle-bridge systems under turbulent wind by means of Finite Element Models

When an automobile passes over a bridge dynamic effects are produced in vehicle and structure. In addition, the bridge itself moves when exposed to the wind inducing dynamic effects on the vehicle that have to be considered. The main objective of this work is to understand the influence of the different parameters concerning the vehicle, the bridge, the road roughness or the wind in the comfort and safety of the vehicles when crossing bridges. Non linear finite element models are used for structures and multibody dynamic models are employed for vehicles. The interaction between the vehicle and the bridge is considered by contact methods. Road roughness is described by the power spectral density (PSD) proposed by the ISO 8608. To consider that the profiles under right and left wheels are different but not independent, the hypotheses of homogeneity and isotropy are assumed. To generate the wind velocity history along the road the Sandia method is employed. The global problem is solved by means of the finite element method. First the methodology for modelling the interaction is verified in a benchmark. Following, the case of a vehicle running along a rigid road and subjected to the action of the turbulent wind is analyzed and the road roughness is incorporated in a following step. Finally the flexibility of the bridge is added to the model by making the vehicle run over the structure. The application of this methodology will allow to understand the influence of the different parameters in the comfort and safety of road vehicles crossing wind exposed bridges. Those results will help to recommend measures to make the traffic over bridges more reliable without affecting the structural integrity of the viaduct

Models for Lateral Dynamic Interaction of High-Speed Trains and Bridges

In this work a methodology for analysing the lateral coupled behavior of large viaducts and high-speed trains is proposed. The finite element method is used for the structure, multibody techniques are applied for vehicles and the interaction between them is established introducing wheel-rail nonlinear contact forces. This methodology is applied for the analysis of the railway viaduct of the R´ıo Barbantino, which is a very long and tall bridge in the north-west spanish high-speed line.