Magnetic and topographical modifications of amorphous Co–Fe thin films induced by high energy Ag7+ ion irradiation

We have investigated the effects of swift heavy ion irradiation on thermally evaporated 44 nm thick, amorphous Co77Fe23 thin films on silicon substrates using 100 MeV Ag7+ ions fluences of 1 1011 ions/ cm2, 1 1012 ions/cm2, 1 1013 ions/cm2, and 3 1013 ions/cm2. The structural modifications upon swift heavy irradiation were investigated using glancing angle X-ray diffraction. The surface morphological evolution of thin film with irradiation was studied using Atomic Force Microscopy. Power spectral density analysis was used to correlate the roughness variation with structural modifications investigated using X-ray diffraction. Magnetic measurements were carried out using vibrating sample magnetometry and the observed variation in coercivity of the irradiated films is explained on the basis of stress relaxation. Magnetic force microscopy images are subjected to analysis using the scanning probe image processor software. These results are in agreement with the results obtained using vibrating sample magnetometry. The magnetic and structural properties are correlated

Spontane Strukturbildung in Mehrschichtsystemen unter Verwendung Molekularer Gläser

Den Schwerpunkt dieser Dissertation bildet zum einen die Entwicklung eines theoretischen Modells zur Beschreibung des Strukturbildungsprozesses in organisch/anorganischen Doppelschichtsystemen und zum anderen die Untersuchung der Übertragbarkeit dieser theoretisch gewonnenen Ergebnisse auf reale Systeme. Hierzu dienen systematische experimentelle Untersuchungen dieses Phänomens an einem Testsystem. Der Bereich der selbstorganisierenden Systeme ist von hohem wissenschaftlichen Interesse, erlaubt er doch die Realisierung von Strukturen, die nicht den Begrenzungen heutiger Techniken unterliegen, wie etwa der Beugung bei lithographischen Verfahren. Darüber hinaus liefert ein vertieftes Verständnis des Strukturbildungsprozesses auch eine Möglichkeit, im Falle entsprechender technischer Anwendungen Instabilitäten innerhalb der Schichtsysteme zu verhindern und somit einer Degradation der Bauteile entgegenzuwirken. Im theoretischen Teil der Arbeit konnte ein Modell im Rahmen der klassischen Elastizitätstheorie entwickelt werden, mit dessen Hilfe sich die Entstehung der Strukturen in Doppelschichtsystemen verstehen läßt. Der hier gefundene funktionale Zusammenhang zwischen der Periode der Strukturen und dem Verhältnis der Schichtdicken von organischer und anorganischer Schicht, wird durch die experimentellen Ergebnisse sehr gut bestätigt. Die Ergebnisse zeigen, daß es technologisch möglich ist, über die Vorgabe der Schichtdicke in einem Materialsystem die Periodizität der entstehenden Strukturen vorzugeben. Darüber hinaus liefert das vorgestellte Modell eine Stabilitätsbedingung für die Schichtsysteme, die es ermöglicht, zu jedem Zeitpunkt die dominierende Mode zu identifizieren. Ein Schwerpunkt der experimentellen Untersuchungen dieser Arbeit liegt auf der Strukturbildung innerhalb der Schichtsysteme. Das Testsystem wurde durch Aufbringen einer organischen Schicht - eines sog. Molekularen Glases - auf ein Glassubstrat realisiert, als Deckschicht diente eine Siliziumnitrid-Schicht. Es wurden Proben mit variierenden Schichtdicken kontrolliert erwärmt. Sobald die Temperatur des Schichtsystems in der Größenordnung der Glasübergangstemperatur des jeweiligen organischen Materials lag, fand spontan eine Strukturbildung auf Grund einer Spannungsrelaxation statt. Es ließen sich durch die Wahl einer entsprechenden Heizquelle unterschiedliche Strukturen realisieren. Bei Verwendung eines gepulsten Lasers, also einer kreisförmigen Wärmequelle, ordneten sich die Strukturen konzentrisch an, wohingegen sich ihre Ausrichtung bei Verwendung einer flächenhaften Heizplatte statistisch verteilte. Auffällig bei allen Strukturen war eine starke Modulation der Oberfläche. Ferner konnte in der Arbeit gezeigt werden, daß sich durch eine gezielte Veränderung der Spannungsverteilung innerhalb der Schichtsysteme die Ausrichtung der Strukturen (gezielt) manipulieren ließen. Unabhängig davon erlaubte die Variation der Schichtdicken die Realisierung von Strukturen mit einer Periodizität im Bereich von einigen µm bis hinunter zu etwa 200 nm. Die Kontrolle über die Ausrichtung und die Periodizität ist Grundvoraussetzung für eine zukünftige technologische Nutzung des Effektes zur kontrollierten Herstellung von Mikro- bzw. Nanostrukturen. Darüber hinaus konnte ein zunächst von der Strukturbildung unabhängiges Konzept eines aktiven Sensors für die optische Raster-Nahfeld-Mikroskopie vorgestellt werden, das das oben beschriebene System, bestehend aus einem fluoreszierenden Molekularen Glas und einer Siliziumnitrid-Deckschicht, verwendet. Erste theoretische und experimentelle Ergebnisse zeigen das technologische Potential dieses Sensortyps.

Zur Verbesserung des Ermüdungsverhaltens des austenitischen Stahls X5CrNi18-10 im Temperaturbereich 25-600°C durch mechanische Randschichtverfestigungsverfahren

Die technischen Oberflächen werden oft als Bauteilversagungsorte definiert. Deswegen ist eine optimale Ausnutzung der Werkstoffeigenschaften ohne mechanische Oberflächenbehandlungsverfahren nicht mehr wegzudenken. Mechanische Randschichtoptimierungsverfahren sind vergleichsweise einfach, Kosten sparend und hocheffektiv. Gerade das Festwalzen wird wegen seiner günstigen Auswirkungen wie die exzellente Oberflächengüte, die hohen Druckeigenspannungen sowie die hohe Oberflächenverfestigung zunehmend an Bedeutung gewinnen. Außerdem wird durch das Festwalzen in einigen Legierungen eine nanokristalline Oberflächenschicht gebildet. Diese brillanten Eigenschaften führen nach einer mechanischen Oberflächenbehandlung zur Erhöhung des Werkstoffwiderstandes unter anderem gegen Verschleiß, Spannungsrisskorrosion und insbesondere zur Steigerung der Schwingfestigkeit. Ein etabliertes Beispiel zur Steigerung der Schwingfestigkeit ist das Festwalzen von Achsen und Kurbelwellen. Auch solche komplexen Komponenten wie Turbinenschaufeln werden zur Schwingfestigkeitssteigerung laserschockverfestigt oder festgewalzt. Die Laserschockverfestigung ist ein relativ neues Verfahren auf dem Gebiet der mechanischen Oberflächenbehandlungen, das z.B. bereits in der Flugturbinenindustrie Anwendung fand und zur Schwingfestigkeitsverbesserung beiträgt. Das Verfahrensprinzip besteht darin, dass ein kurzer Laserimpuls auf die zu verfestigende, mit einer Opferschicht versehene Materialoberfläche fokussiert wird. Das Auftreffen des Laserimpulses auf der verwendeten Opferschicht erzeugt ein expandierendes Plasma, welches eine Schockwelle in randnahen Werkstoffbereichen erzeugt, die elastisch-plastische Verformungen bewirkt. Eine konsekutive Wärmebehandlung, Auslagerung nach dem Festwalzen, nutzt den statischen Reckalterungseffekt. Hierdurch werden die Mikrostrukturen stabilisiert. Die Änderung der Mikrostrukturen kann jedoch zu einer beträchtlichen Abnahme der mittels Festwalzen entstandenen Druckeigenspannungen und der Kaltverfestigungsrate führen. Das Festwalzen bei erhöhter Temperatur bietet eine weitere Möglichkeit die Schwingfestigkeit von metallischen Werkstoffen zu verbessern. Die Mikrostruktur wird durch den Effekt der dynamischen Reckalterung stabilisiert. Die Effekte beim Festwalzen bei erhöhten Temperaturen sind ähnlich dem Warmstrahlen. Das Festwalzen erzeugt Oberflächenschichten mit sehr stabilen Kaltverfestigungen und Druckeigenspannungen. Diese Strukturen haben viele Vorteile im Vergleich zu den durch rein mechanische Verfahren erzeugten Strukturen in Bezug auf die Schwingfestigkeit und die Stabilität der Eigenspannungen. Die Aufgabe der vorliegenden Dissertation war es, Verfahren zur Verbesserung der Schwingfestigkeit im Temperaturbereich zwischen Raumtemperatur und 600 °C zu erforschen. Begleitende mikrostrukturelle sowie röntgenographische Untersuchungen sollen zum Verständnis der Ursachen der Verbesserung beitragen. Für diese Arbeit wurde der in der Praxis häufig verwendete Modellwerkstoff X5CrNi18-10 ausgewählt. Als Randschichtverfestigungsverfahren wurden das Festwalzen, eine Kombination der mechanischen und thermischen, thermomechanischen Verfahren auf der Basis des Festwalzens und eine Laserschockverfestigung verwendet.

High Optical Quality Nanoporous GaN Prepared by Photoelectrochemical Etching

Nanoporous GaN films are prepared by UV assisted electrochemical etching using HF solution as an electrolyte. To assess the optical quality and morphology of these nanoporous films, micro-photoluminescence (PL), micro-Raman scattering, scanning electron microscopy (SEM), and atomic force microscopy (AFM) techniques have been employed. SEM and AFM measurements revealed an average pore size of about 85-90 nm with a transverse dimension of 70-75 nm. As compared to the as-grown GaN film, the porous layer exhibits a substantial photoluminescence intensity enhancement with a partial relaxation of compressive stress. Such a stress relaxation is further confirmed by the red shifted E₂(TO) phonon peak in the Raman spectrum of porous GaN.

Linear viscoelasticity from molecular dynamics simulation of entangled polymers

The linear viscoelastic (LVE) spectrum is one of the primary fingerprints of polymer solutions and melts, carrying information about most relaxation processes in the system. Many single chain theories and models start with predicting the LVE spectrum to validate their assumptions. However, until now, no reliable linear stress relaxation data were available from simulations of multichain systems. In this work, we propose a new efficient way to calculate a wide variety of correlation functions and mean-square displacements during simulations without significant additional CPU cost. Using this method, we calculate stress−stress autocorrelation functions for a simple bead−spring model of polymer melt for a wide range of chain lengths, densities, temperatures, and chain stiffnesses. The obtained stress−stress autocorrelation functions were compared with the single chain slip−spring model in order to obtain entanglement related parameters, such as the plateau modulus or the molecular weight between entanglements. Then, the dependence of the plateau modulus on the packing length is discussed. We have also identified three different contributions to the stress relaxation:  bond length relaxation, colloidal and polymeric. Their dependence on the density and the temperature is demonstrated for short unentangled systems without inertia.

Hierarchical modeling of entangled polymers

We demonstrate that it is possible to link multi-chain molecular dynamics simulations with the tube model using a single chain slip-links model as a bridge. This hierarchical approach allows significant speed up of simulations, permitting us to span the time scales relevant for a comparison with the tube theory. Fitting the mean-square displacement of individual monomers in molecular dynamics simulations with the slip-spring model, we show that it is possible to predict the stress relaxation. Then, we analyze the stress relaxation from slip-spring simulations in the framework of the tube theory. In the absence of constraint release, we establish that the relaxation modulus can be decomposed as the sum of contributions from fast and longitudinal Rouse modes, and tube survival. Finally, we discuss some open questions regarding possible future directions that could be profitable in rendering the tube model quantitative, even for mildly entangled polymers

Rate-dependent fracture toughness of polycrystalline ice

A series of three-point bend tests using single edge notched testpieces of pure polycrystalline ice have been performed at three different temperatures (–20°C, –30°C and –40°C). The displacement rate was varied from 1 mm/min to 100 mm/min, producing the crack tip strain rates from about 10–3 to 10–1 s–1. The results show that (a) the fracture toughness of pure polycrystalline ice given by the critical stress intensity factor (K IC) is much lower than that measured from the J—integral under identical conditions; (b) from the determination of K IC, the fracture toughness of pure polycrystalline ice decreases with increasing strain rate and there is good power law relationship between them; (c) from the measurement of the J—integral, a different tendency was appeared: when the crack tip strain rate exceeds a critical value of 6 × 10–3 s–1, the fracture toughness is almost constant but when the crack tip strain rate is less than this value, the fracture toughness increases with decreasing crack tip strain rate. Re-examination of the mechanisms of rate-dependent fracture toughness of pure polycrystalline ice shows that the effect of strain rate is related not only to the blunting of crack tips due to plasticity, creep and stress relaxation but also to the nucleation and growth of microcracks in the specimen.

Modeling entangled dynamics: comparison between stochastic single-chain and multichain models

To test the effectiveness of stochastic single-chain models in describing the dynamics of entangled polymers, we systematically compare one such model; the slip-spring model; to a multichain model solved using stochastic molecular dynamics(MD) simulations (the Kremer-Grest model). The comparison involves investigating if the single-chain model can adequately describe both a microscopic dynamical and a macroscopic rheological quantity for a range of chain lengths. Choosing a particular chain length in the slip-spring model, the parameter values that best reproduce the mean-square displacement of a group of monomers is determined by fitting toMDdata. Using the same set of parameters we then test if the predictions of the mean-square displacements for other chain lengths agree with the MD calculations. We followed this by a comparison of the time dependent stress relaxation moduli obtained from the two models for a range of chain lengths. After identifying a limitation of the original slip-spring model in describing the static structure of the polymer chain as seen in MD, we remedy this by introducing a pairwise repulsive potential between the monomers in the chains. Poor agreement of the mean-square monomer displacements at short times can be rectified by the use of generalized Langevin equations for the dynamics and resulted in significantly improved agreement.

A time-invariant visco-elastic windkessel model relating blood flow and blood volume

The difference between the rate of change of cerebral blood volume (CBV) and cerebral blood flow (CBF) following stimulation is thought to be due to circumferential stress relaxation in veins (Mandeville, J.B., Marota, J.J.A., Ayata, C., Zaharchuk, G., Moskowitz, M.A., Rosen, B.R., Weisskoff, R.M., 1999. Evidence of a cerebrovascular postarteriole windkessel with delayed compliance. J. Cereb. Blood Flow Metab. 19, 679–689). In this paper we explore the visco-elastic properties of blood vessels, and present a dynamic model relating changes in CBF to changes in CBV. We refer to this model as the visco-elastic windkessel (VW) model. A novel feature of this model is that the parameter characterising the pressure–volume relationship of blood vessels is treated as a state variable dependent on the rate of change of CBV, producing hysteresis in the pressure–volume space during vessel dilation and contraction. The VW model is nonlinear time-invariant, and is able to predict the observed differences between the time series of CBV and that of CBF measurements following changes in neural activity. Like the windkessel model derived by Mandeville, J.B., Marota, J.J.A., Ayata, C., Zaharchuk, G., Moskowitz, M.A., Rosen, B.R., Weisskoff, R.M., 1999. Evidence of a cerebrovascular postarteriole windkessel with delayed compliance. J. Cereb. Blood Flow Metab. 19, 679–689, the VW model is primarily a model of haemodynamic changes in the venous compartment. The VW model is demonstrated to have the following characteristics typical of visco-elastic materials: (1) hysteresis, (2) creep, and (3) stress relaxation, hence it provides a unified model of the visco-elastic properties of the vasculature. The model will not only contribute to the interpretation of the Blood Oxygen Level Dependent (BOLD) signals from functional Magnetic Resonance Imaging (fMRI) experiments, but also find applications in the study and modelling of the brain vasculature and the haemodynamics of circulatory and cardiovascular systems.

Análise numérica e experimental do comportamento de fundações superficiais assentes em solo melhorado

O presente trabalho tem como objetivo estudar o comportamento de camadas superficiais de solo melhorado como base de fundações superficiais. Nesta pesquisa foram realizados ensaios de placa de 30 cm de diâmetro sobre camadas de solo residual compactado e de solo tratado com cimento (teor de 5% de cimento), ambas com 60 cm de espessura. O programa experimental também incluiu a retirada de amostras de campo das camadas de solo melhorado para a execução de ensaios triaxiais drenados (CID) com medida interna de deformações, a fim de obter parâmetros constitutivos para a realização de simulações numéricas. Uma comparação entre os resultados dos ensaios triaxiais com amostras retiradas em campo e moldadas em laboratório (Rohlfes Junior, 1996) é apresentada. A diferença entre os resultados dos ensaios triaxiais com amostras de campo e laboratório foi significativa para o caso das amostras de solo melhorado com cimento, tal fato é atribuído principalmente a dificuldade de mistura em campo. O Método dos Elementos Finitos foi utilizado para simular o comportamento carga x recalque das placas assentes sobre camadas de solo melhorado. O modelo Pseudo-Elástico Não Linear (Hiperbólico) foi empregado na análise numérica para modelar o comportamento dos novos materiais. Os resultados dos ensaios de placa sobre camadas de solo melhorado demonstraram que houve um aumento significativo da capacidade de suporte, além de uma redução considerável dos recalques, quando comparados ao comportamento carga x recalque do solo natural (Cudmani, 1994). A analise do comportamento de fundações superficiais assentes em solos estratificados, através de simulações numéricas, demonstrou ser eficiente para a previsão do comportamento carga x recalque das mesmas.

Estudo do comportamento de um solo mole tratado com cal, visando seu uso em fundações superficiais

Neste trabalho foi analisada a melhoria nas características de um solo mole quando tratado com cal, bem como a viabilidade técnica de se utilizar este novo material como uma camada suporte de fundações superficiais. O solo estudado classifica-se pedologicamente como Gley Húmico e a jazida localiza-se no município de Canoas/RS, às margens da BR 386. O trabalho teve as seguintes finalidades: realizar um estudo da influência dos diferentes teores de cal sobre as características tensão x deformação do solo tratado; verificar o ganho de resistência com o tempo de cura; modelar o comportamerito tensão x deformação do material tratado; realizar simulações numéricas, através do Método dos Elementos Finitos, do comportamento carga x recalque de fundações continuas flexíveis assentes sobre o novo material. Adotou-se o teor ótimo de cal (obtido pelo método de Eades & Grim, 1966) de 9% e dois valores inferiores de 7% e 5%. Realizaram-se os seguintes ensaios sobre o solo natural e as misturas de solo-cal: limites de Atterberg, compactação, granulometria, difratograma de raio X, permeabilidade (triaxial) e ensaios triaxiais adensados não drenados(CIU). Todos os ensaios foram realizados para três tempos de cura (7, 28 e 90 dias) e os corpos de prova foram curados em câmara úmida. Para modelar o comportamento tensão x deformação do solo melhorado, adotou-se o Modelo Hiperbólico e para o solo natural o Modelo Cam-Clay Modificado. O Modelo Hiperbólico foi implementado no software CRISPSO, desenvolvido na Universidade de Cambridge, Inglaterra. O software foi utilizado em um estudo paramétrico para determinar a influência do processo de estabilização no comportamento carga x recalque de fundações superficiais. Dos resultados obtidos, concluiu-se: que o método de Eades & Grim (1966) não mostrou-se adequado para determinação do teor ótimo de cal; houve, de maneira geral, melhora nas características físicas com o tratamento com cal; não houve ganho de resistência com o tempo de cura; o modelo hiperbólico representou bem o comportamento das misturas de solo cal e a colocação de uma camada de solo tratado apresenta melhoras no comportamento carga x recalque de fundações superficiais contínuas flexíveis.

Estudo do comportamento de um solo residual melhorado atraves de tecnicas mecanicas e fisico-quimicas e sua aplicacao a analise de fundacoes superficiais

O presente trabalho tem como objetivo estudar o comportamento de um solo residual melhorado através do uso de técnicas mecânicas de compactação e da adição de cimento. Complementarmente foram realizadas análises numéricas destes materiais tratados quando utilizados como base de fundações superficiais. O programa experimental incluiu a retirada de amostras intactas e de material amolgado para a execução de ensaios triaxiais saturados drenados com medida interna de deformações, a fim de estudar o comportamento do solo natural e do solo tratado, quer por compactação, quer por adição de cimento e compactação. Além disto, tais ensaios são determinantes na obtenção de parâmetros constitutivos para a realização de simulações numéricas. O Método dos Elementos Finitos foi utilizado para simular o comportamento carga versus recalque de placas assentes sobre o solo natural e sobre camadas de solo melhorado. O modelo Hiperbólico foi empregado na análise numérica para modelar o comportamento tensãodeformação dos materiais. Os resultados das simulações dos ensaios de placa sobre camadas de solo melhorado demonstraram que houve um aumento significativo da capacidade de suporte, além de uma redução considerável dos recalques, quando comparados ao comportamento do solo natural.

Estudo do comportamento mecânico de areias artificialmente cimentadas

Soil improved with the addition of cement have been utilized as an alternative to the construction of various types of geotechnical works, almost always present economic and environmental advantages. This paper presents a study on the usage of cement in the improvement of mechanical properties of sandy soils, characteristic of the region of Natal, collected from its dunes. This research was made in order to analyze the influence of cement content, voids, and also including water immersion and confining pressure. Samples molded from cement-soil mixtures were tested for unconfined compression tests and triaxial tests. The samples had the percentage of cement mixed in 2.5%, 5% and 10% by weight. The cement agent used was the Portland Cement of High Early strength(CPV-ARI), which promoted agility to the experimental procedure for presenting a rapid gain in strenght. The void ratio used ranged from 0.7 (more compact), 0,9 and 1,1(softer). The soil under study can be considered as pure sand. In general, it can be stated that the larger the amount of cement added to the sand studied is, the greater ultimate strength will be. Likewise, as more compact the soil is, the less void ratio and more resistant it will be present. The confining pressure tends to increase the resistance of the specimens. The cementing adopted grades showed that the use of different criteria for failure did not significantly alter the stress-strain parameters for the sand studied. The angle of friction values were found within the typical range of medium and compact sands. Cementing acted in the sand providing an intercepted cohesion which increased enhancing the potential cementation. In triaxial compression tests, the sand with void ratio is equal to 0.7 and showed the expected behavior for a compact sand while the stress-strain behavior of the same sand with the void ratio of 0.9 tended to be expected for the soft sand as well

Ventilatory responses to skin extract in catfish

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Avaliação do sistema de força e estabilidade a longo prazo gerado por molas T do grupo B

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)