@phdthesis{AlYasiri2017, author = {Al-Yasiri, Zainab Riyadh Shaker}, title = {Function Theoretic Methods for the Analytical and Numerical Solution of Some Non-linear Boundary Value Problems with Singularities}, doi = {10.25643/bauhaus-universitaet.3898}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190506-38987}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {164}, year = {2017}, abstract = {The p-Laplace equation is a nonlinear generalization of the well-known Laplace equation. It is often used as a model problem for special types of nonlinearities, and therefore it can be seen as a bridge between very general nonlinear equations and the linear Laplace equation, too. It appears in many problems for instance in the theory of non-Newtonian fluids and fluid dynamics or in rockfill dam problems, as well as in special problems of image restoration and image processing. The aim of this thesis is to solve the p-Laplace equation for 1 < p < 2, as well as for 2 < p < 3 and to find strong solutions in the framework of Clifford analysis. The idea is to apply a hypercomplex integral operator and special function theoretic methods to transform the p-Laplace equation into a p-Dirac equation. We consider boundary value problems for the p-Laplace equation and transfer them to boundary value problems for a p-Dirac equation. These equations will be solved iteratively by applying Banach's fixed-point principle. Applying operator-theoretical methods for the p-Dirac equation, the existence and uniqueness of solutions in certain Sobolev spaces will be proved. In addition, using a finite difference approach on a uniform lattice in the plane, the fundamental solution of the Cauchy-Riemann operator and its adjoint based on the fundamental solution of the Laplacian will be calculated. Besides, we define gener- alized discrete Teodorescu transform operators, which are right-inverse to the discrete Cauchy-Riemann operator and its adjoint in the plane. Furthermore, a new formula for generalized discrete boundary operators (analogues of the Cauchy integral operator) will be considered. Based on these operators a new version of discrete Borel-Pompeiu formula is formulated and proved. This is the basis for an operator calculus that will be applied to the numerical solution of the p-Dirac equation. Finally, numerical results will be presented showing advantages and problems of this approach.}, subject = {Finite-Differenzen-Methode}, language = {en} } @phdthesis{Steiner, author = {Steiner, Marion}, title = {Die chilenische Steckdose. Kleine Weltgeschichte der deutschen Elektrifizierung von Valpara{\´i}so und Santiago, 1880-1920}, doi = {10.25643/bauhaus-universitaet.3925}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190517-39257}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {507, 155}, abstract = {Am Beispiel der Elektrifizierung zweier Großst{\"a}dte an der Westk{\"u}ste S{\"u}damerikas zeigt die Arbeit den globalen Einfluss deutscher Industrie- und Finanzakteure auf technische, st{\"a}dtebauliche und gesellschaftlich-kulturelle Entwicklungen zur Bl{\"u}tezeit des europ{\"a}ischen Imperialismus auf. Damit werden die Regionalgeschichten der chilenischen Hauptstadtregion und der Elektropolis Berlin zu einer Globalgeschichte miteinander verkn{\"u}pft. Ein Hauptaugenmerk der Analyse liegt dabei auf den weltweiten Akteursnetzwerken und Machtverh{\"a}ltnissen sowie dem kulturellen Erbe und seiner gegenw{\"a}rtigen Interpretation.}, subject = {Weltgeschichte}, language = {de} } @phdthesis{Nogueira2018, author = {Nogueira, Priscilla}, title = {Brazilian battlers' housing. Histories of self-production - histories of social rise}, doi = {10.25643/bauhaus-universitaet.3895}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190506-38953}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {357}, year = {2018}, abstract = {Brazilian battlers' housing discusses the self-production of dwellings in the circumstances of the socioeconomic rise of the so-called Brazilian new middle class, occurred on the first decade of the years 2000. Battlers are a precarious working class of about 100 million people, who have used their recently increased purchase power to informally solve their private housing demands, planning, building and renovating their homes themselves, with limited technical knowledge and almost no access to formal technicians as for example architects. The result is a mode of housing production, which spreads over the territory in micro-local self-initiatives and informal social practices of construction and management. With the support of a controversial manpower, this practice presents all sorts of technical complications, but at the same time expedient ways of affordability and creative spatial solutions for ordinary constructive problems. Such initiatives have consolidated Brazilian informal settlements and peripheral subdivisions, attending a demand poorly responded by the government. This research recognises the benefits of the self-production, but questions the conditions under which it happens and asks if it really collaborates for a true social rise of those who are engaged in it. With an empirical and qualitative approach and taking dwelling construction processes leaded by battlers as main information sources, the academic work responds if and how the socioeconomic rise of the Brazilian battlers has exactly affected the self-production of dwellings. For that, battlers' self-production of dwellings is analysed and discussed in five main aspects: 1) acquisition of land and real state, 2) building overtime, 3) space and creative power, 4) technical complications and building materials and 5) manpower and know-how.}, subject = {Sozialwohnung}, language = {en} } @phdthesis{Schemmann, author = {Schemmann, Christoph}, title = {Optimierung von radialen Verdichterlaufr{\"a}dern unter Ber{\"u}cksichtigung empirischer und analytischer Vorinformationen mittels eines mehrstufigen Sampling Verfahrens}, doi = {10.25643/bauhaus-universitaet.3974}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190910-39748}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {233}, abstract = {Turbomachinery plays an important role in many cases of energy generation or conversion. Therefore, turbomachinery is a promising approaching point for optimization in order to increase the efficiency of energy use. In recent years, the use of automated optimization strategies in combination with numerical simulation has become increasingly popular in many fields of engineering. The complex interactions between fluid and solid mechanics encountered in turbomachines on the one hand and the high computational expense needed to calculate the performance on the other hand, have, however, prevented a widespread use of these techniques in this field of engineering. The objective of this work was the development of a strategy for efficient metamodel based optimization of centrifugal compressor impellers. In this context, the main focus is the reduction of the required numerical expense. The central idea followed in this research was the incorporation of preliminary information acquired from low-fidelity computation methods and empirical correlations into the sampling process to identify promising regions of the parameter space. This information was then used to concentrate the numerically expensive high-fidelity computations of the fluid dynamic and structure mechanic performance of the impeller in these regions while still maintaining a good coverage of the whole parameter space. The development of the optimization strategy can be divided into three main tasks. Firstly, the available preliminary information had to be researched and rated. This research identified loss models based on one dimensional flow physics and empirical correlations as the best suited method to predict the aerodynamic performance. The loss models were calibrated using available performance data to obtain a high prediction quality. As no sufficiently exact models for the prediction of the mechanical loading of the impellercould be identified, a metamodel based on finite element computations was chosen for this estimation. The second task was the development of a sampling method which concentrates samples in regions of the parameter space where high quality designs are predicted by the preliminary information while maintaining a good overall coverage. As available methods like rejection sampling or Markov-chain Monte-Carlo methods did not meet the requirements in terms of sample distribution and input correlation, a new multi-fidelity sampling method called "Filtered Sampling"has been developed. The last task was the development of an automated computational workflow. This workflow encompasses geometry parametrization, geometry generation, grid generation and computation of the aerodynamic performance and the structure mechanic loading. Special emphasis was put into the development of a geometry parametrization strategy based on fluid mechanic considerations to prevent the generation of physically inexpedient designs. Finally, the optimization strategy, which utilizes the previously developed tools, was successfully employed to carry out three optimization tasks. The efficiency of the method was proven by the first and second testcase where an existing compressor design was optimized by the presented method. The results were comparable to optimizations which did not take preliminary information into account, while the required computational expense cloud be halved. In the third testcase, the method was applied to generate a new impeller design. In contrast to the previous examples, this optimization featuredlargervariationsoftheimpellerdesigns. Therefore, theapplicability of the method to parameter spaces with significantly varying designs could be proven, too.}, subject = {Simulation}, language = {en} } @phdthesis{Tan, author = {Tan, Fengjie}, title = {Shape Optimization Design of Arch Type Dams under Uncertainties}, doi = {10.25643/bauhaus-universitaet.3960}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190819-39608}, school = {Bauhaus-Universit{\"a}t Weimar}, abstract = {Due to an increased need for hydro-electricity, water storage, and flood protection, it is assumed that a series of new dams will be built throughout the world. Comparing existing design methodologies for arch-type dams, model-based shape optimization can effectively reduce construction costs and leverage the properties of construction materials. To apply the means of shape optimization, suitable variables need to be chosen to formulate the objective function, which is the volume of the arch dam here. In order to increase the consistency with practical conditions, a great number of geometrical and behavioral constraints are included in the mathematical model. An optimization method, namely Genetic Algorithm is adopted which allows a global search. Traditional optimization techniques are realized based on a deterministic approach, which means that the material properties and loading conditions are assumed to be fixed values. As a result, the real-world structures that are optimized by these approaches suffer from uncertainties that one needs to be aware of. Hence, in any optimization process for arch dams, it is nec- essary to find a methodology that is capable of considering the influences of uncertainties and generating a solution which is robust enough against the uncertainties. The focus of this thesis is the formulation and the numerical method for the optimization of the arch dam under the uncertainties. The two main models, the probabilistic model, and non-probabilistic models are intro- duced and discussed. Classic procedures of probabilistic approaches un- der uncertainties, such as RDO (robust design optimization) and RBDO (reliability-based design optimization), are in general computationally ex- pensive and rely on estimates of the system's response variance and fail- ure probabilities. Instead, the robust optimization (RO) method which is based on the non-probabilistic model, will not follow a full probabilistic approach but works with pre-defined confidence levels. This leads to a bi-level optimization program where the volume of the dam is optimized under the worst combination of the uncertain parameters. By this, robust and reliable designs are obtained and the result is independent of any as- sumptions on stochastic properties of the random variables in the model. The optimization of an arch-type dam is realized here by a robust optimiza- tion method under load uncertainty, where hydraulic and thermal loads are considered. The load uncertainty is modeled as an ellipsoidal expression. Comparing with any traditional deterministic optimization (DO) method, which only concerns the minimum objective value and offers a solution candidate close to limit-states, the RO method provides a robust solution against uncertainties. All the above mentioned methods are applied to the optimization of the arch dam to compare with the optimal design with DO methods. The re- sults are compared and analyzed to discuss the advantages and drawbacks of each method. In order to reduce the computational cost, a ranking strategy and an ap- proximation model are further involved to do a preliminary screening. By means of these, the robust design can generate an improved arch dam structure which ensures both safety and serviceability during its lifetime.}, subject = {Wasserbau}, language = {en} } @phdthesis{Lee, author = {Lee, Sunju}, title = {Die kinder- und jugendfreundliche Stadtentwicklung in Korea}, doi = {10.25643/bauhaus-universitaet.3971}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190902-39718}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {378}, abstract = {Die vorliegende Arbeit hat die Absicht, den Bedarf der Umsetzung der Planungsidee ‚kinder- und jugendfreundliche Stadtentwicklung' in Korea zu erforschen und Vorschl{\"a}ge f{\"u}r die Umsetzung zu machen. Dar{\"u}ber hinaus will sie herausfinden, warum man sich bez{\"u}glich der Durchf{\"u}hrung der kinder- und jugendfreundlichen Stadtentwicklung zun{\"a}chst auf die Schulen und deren Umgebungen konzentrieren soll. Deshalb widmet sich die Dissertation zuerst der Literaturrecherche, sowohl was den Begriff der kinder- und jugendfreundlichen Stadtentwicklung angeht als auch der Literatur bez{\"u}glich des Beitrags der Schulen zur Realisierung der kinder- und jugendfreundlichen Stadtentwicklung. Danach wird untersucht, ob das deutsche Instrument ‚Spielleitplanung' sich als Leitfaden f{\"u}r die gesamte Konzeption der koreanischen kinder- und jugendfreundlichen Stadtentwicklung eignet. Dar{\"u}ber hinaus werden Interviews mit koreanischen Experten aus Stadtplanung und Architektur, P{\"a}dagogik und {\"o}ffentlicher Verwaltung als Forschungsmethode verwendet, um in Bezug auf die kinder- jungendfreundliche Stadtentwicklung den koreanischen Zustand zu analysieren. Zuletzt werden anhand der Untersuchungsergebnisse Handlungs-empfehlungen f{\"u}r die Durchf{\"u}hrung der koreanischen kinder- und jugend-freundlichen Stadtentwicklung formuliert. Anhand dieser Forschung kann konstatiert werden, dass die kinder- und jugendfreundliche Stadtentwicklung eine wichtige Planungsidee ist, weil dadurch Stadtplanerinnen und Stadtplaner sowohl zum k{\"o}rperlichen und geistigen gesunden Aufwachsen von Kindern und Jugendlichen als auch zur Entwicklung ihrer sozialen Kompetenzen erheblich beitragen k{\"o}nnen. Vor allem soll man die koreanische kinder- und jugendfreundliche Stadtentwicklung zun{\"a}chst auf den Schulen und den schulischen Umgebungen umsetzen. Denn dadurch lassen sich vielseitige eventuelle Hindernisse bei der Durchf{\"u}hrung der kinder- und jugendfreundlichen Stadtentwicklung vermeiden. Ein weiterer Grund ist, dass die Schulen in Korea nicht nur in der Gesellschaft eine zentrale Rolle spielen, sondern auch im Rahmen der Stadtplanung. Auff{\"a}llig ist, dass die kinder- und jugendfreundliche Stadtentwicklung sowohl auf die r{\"a}umlichen Gestaltungen als auch auf die Beteiligung von Kindern und Jugendlichen in der st{\"a}dtischen Planung fokussiert ist. Allerdings werden bei der Stadtentwicklung die Kinder und Jugendliche in Korea noch nicht als wichtige Akteure angesehen. Darum soll man die Spielleitplanung in Korea einbeziehen, weil sie als Leitbild bei einer Konzeption der koreanischen kinder- und jugendlichen Stadtentwicklung fungieren kann. Jedoch m{\"u}ssen dabei die kulturellen Unterschiede zwischen Deutschland und Korea ber{\"u}cksichtigt werden. Weiterhin wurde durch die Interviews festgestellt, dass das Interesse und der Wille von Experten aus der Stadtplanung an Kinder- und Jugendfreundlichkeit die wichtigsten Voraussetzungen sind, um die kinder- und jugendfreundliche Stadtentwicklung in Korea zu verankern und zu verbreiten.}, subject = {Stadtentwicklung}, language = {de} } @phdthesis{Walther, author = {Walther, Franziska}, title = {{\"U}ber den Wirkungsanspruch von Illustratoren in literarischer Buchillustration: Eine diskurskritische und praxis-basierte Studie}, doi = {10.25643/bauhaus-universitaet.3988}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190924-39888}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {576}, abstract = {Zum Begriff Illustration scheint ein Missverh{\"a}ltnis zwischen wissenschaftlicher Rezeption und praktischem Gegenstand vorzuliegen. Traditionell bezeichnet der Begriff Illustration ein Bild, das einen textlich vorangestellten Inhalt noch einmal visuell wiederholt und auf diesem Weg in einem Abbild verdoppelt. Traditionelle Illustration benennt also ein sekund{\"a}res, explizit von einem anderen Inhalt abh{\"a}ngiges Bild, das auch weggelassen werden k{\"o}nnte, ohne das Inhalt verloren geht. Genutzt wird dieser traditionelle Illustrationsbegriff heute unter anderem in den Forschungsfeldern der Kunstgeschichte, der Bildwissenschaften und der Literatur­wissenschaften. Aus der Perpektive der Praxis birgt der traditionelle Illustrationsbegriff ein grunds{\"a}tzliches Problem in sich. Er versucht, mit einer statischen Definition ein {\"a}ußerst lebendiges visuelles Ph{\"a}nomen unserer heutigen Zeit zu beschreiben. Professionelle Berufszeichner, die sogenannten Illustratorinnen und Illustratoren, kreieren heute Werke, die mit dem traditionellen Illustrations­begriff nicht mehr beschreibbar sind. Mehr noch, der traditionelle Illustrationsbegriff macht blind f{\"u}r diese Entwicklungen, die sich deshalb außerhalb des wissenschaft­lichen Diskurses abspielen. Die vorliegende Arbeit m{\"o}chte deshalb einen Blick auf den Zustand zeitgen{\"o}ssischer literarischer Buch­illustration werfen, um den Begriff der Illustration in seiner aktuellen Unsch{\"a}rfe zu pr{\"a}zisieren, zu erweitern und somit zu aktualisieren.}, subject = {Illustration}, language = {de} } @phdthesis{Nickerson, author = {Nickerson, Seth}, title = {Thermo-Mechanical Behavior of Honeycomb, Porous, Microcracked Ceramics}, doi = {10.25643/bauhaus-universitaet.3975}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190911-39753}, school = {Bauhaus-Universit{\"a}t Weimar}, abstract = {The underlying goal of this work is to reduce the uncertainty related to thermally induced stress prediction. This is accomplished by considering use of non-linear material behavior, notably path dependent thermal hysteresis behavior in the elastic properties. Primary novel factors of this work center on two aspects. 1. Broad material characterization and mechanistic material understanding, giving insight into why this class of material behaves in characteristic manners. 2. Development and implementation of a thermal hysteresis material model and its use to determine impact on overall macroscopic stress predictions. Results highlight microcracking evolution and behavior as the dominant mechanism for material property complexity in this class of materials. Additionally, it was found that for the cases studied, thermal hysteresis behavior impacts relevant peak stress predictions of a heavy-duty diesel particulate filter undergoing a drop-to-idle regeneration by less than ~15\% for all conditions tested. It is also found that path independent heating curves may be utilized for a linear solution assumption to simplify analysis. This work brings forth a newly conceived concept of a 3 state, 4 path, thermally induced microcrack evolution process; demonstrates experimental behavior that is consistent with the proposed mechanisms, develops a mathematical framework that describes the process and quantifies the impact in a real world application space.}, subject = {Keramik}, language = {en} } @phdthesis{Steindorf, author = {Steindorf, Johanna}, title = {Speaking from Somewhere: Der Audio-Walk als k{\"u}nstlerische Praxis und Methode}, doi = {10.25643/bauhaus-universitaet.3993}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190924-39930}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {245}, abstract = {In der vorliegenden Arbeit „Speaking from Somewhere: Der Audio-Walk als k{\"u}nstlerische Praxis und Methode" wird der Audio-Walk auf theoretischer und praktischer Basis untersucht. Der erste Teil widmet sich dem Audio-Walk als k{\"u}nstlerisches Format. Darin wird analysiert, wie dieses aufgebaut ist und welche Komponenten wie zusammenwirken, damit sich die Darbietung - und die daf{\"u}r charakteristisch intensive Wirkung - entfalten kann. Im zweiten Teil wird der Audio-Walk als experimentelle mobile Methode f{\"u}r die k{\"u}nstlerische Forschung betrachtet. Im Zentrum steht dabei die Frage, wie sich das k{\"u}nstlerische Format nutzen l{\"a}sst, um spezifische Fragestellungen an einen ausgew{\"a}hlten Personenkreis zu adressieren, der sich w{\"a}hrenddessen in einer inszenierten Situation befindet. Der Schwerpunkt liegt dabei auf Audio-Walk-Experimenten, die mit dieser Absicht entwickelt wurden. Als Fallbeispiel f{\"u}r die Methode dient dabei die Zusammenarbeit mit einer Gruppe k{\"u}rzlich nach Deutschland migrierter Frauen.}, subject = {Auff{\"u}hrung}, language = {de} } @phdthesis{Shahraki, author = {Shahraki, Mojtaba}, title = {Numerical Analysis of Soil Behavior and Stone Columns Effects on the Railway Track}, doi = {10.25643/bauhaus-universitaet.4015}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191111-40159}, school = {Bauhaus-Universit{\"a}t Weimar}, abstract = {Railway systems are highly competitive compared with other means of transportation because of their distinct advantages in speed, convenience and safety. Therefore, the demand for railway transportation is increasing around the world. Constructing railway tracks and related engineering structures in areas with loose or soft cohesive subgrade usually leads to problems, such as excessive settlement, deformation and instability. Several remedies have been proposed to avoid or reduce such problems, including the replacement of soft soil and the construction of piles or stone columns. This thesis aims to expand the geotechnical knowledge of how to improve subgrade ballasted railway tracks, using stone columns and numerical modeling for the railway infrastructure. Three aspects are considered: i) railway track dynamics modeling and validation by field measurements, ii) modeling and parametric studies on stone columns, and iii) studies on the linear and non-linear behavior of stone columns under the dynamic load of trains. The first step of this research was to develop a reliable numerical model of a railway track. The finite element method in a time domain was used for either a 2D plane strain or 3D analysis. Individual methods for modeling a train load in 2D and 3D were implemented and are discussed in this thesis. The developed loading method was validated with three different railway tracks using obtained vibration measurements. Later, these numerical models were used to analyze the influence of stone column length and train speed in the stress field. The performance of the treated ground depends on various parameters, such as the strength of stone columns, spacing, length and diameter of the columns. Therefore, the second step was devoted to a parameter study of stone columns as a unit cell with an axisymmetric condition. The results showed that even short stone columns were effective for settlement reduction, and area of replacement was the main influential parameter in their performance. The third part of this thesis focuses on a hypothetical railway-track response to the passage of various train speeds and the influence of stone-column length. The stress-strain response of subgrade is analyzed under either an elastic-perfectly plastic or advanced constitutive model. The non-linear soil response in the finite element method and the impact of train speed and stone column length on railway tracks are also evaluated. Moreover, the reductions of induced vibration - in both a horizontal and a vertical direction - after improvement are investigated.}, subject = {Eisenbahn}, language = {en} }