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Year of publication
- 2019 (33) (remove)
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.
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.
This research seeks to make an exploratory study of the strategies used by the creators of monuments, memorials, and commemorative places located in the public spaces that use sound as one of the primary raw material in their design. The term acoustic monu-memorials was coined in this research to encircle these structures and places. In order to achieve the goal of this research, it was necessary to compile a number of samples, primarily after the digital recording era of captured sound around 1971 to the present. The compilation was relevant because such a compendium was not found in the literature, and to the author's knowledge, a comprehensive investigation of the strategies used in planning acoustic monu-memorials in the urban spaces does not exist.
The method used to create such compendium was to send a question to people with different background identities, such as visual and sound artists, musicians, art curators, and heritage scholars among others. This question produced a selection of 51 examples of acoustic monu-memorials located in public spaces. Subsequently, the examples were classified into four major categories according to their form and nature. Additionally, two examples from the main categories were chosen as case studies: The Sinti and Roma Memorial in Berlin, Germany and the Niche monument in Cali, Colombia. These study cases were presented, described, and analysed in detail as they represent the type of what could be defined as an acoustic monu-memorial in general.
Lynch’s (1960) five elements that help individuals build the image of the city were transferred and used as a tool to help to build this image into acoustic terms. A thorough analysis of the acquired data yielded found the strategies used by the designers to shape, modify, transform, and structure public space. These strategies are entitled Sound Spaces. Moreover, a list entitled Urban Acoustic Commemoration Code was compiled. This list of suggestions addresses urban planners, architects, artists, designers, and general public interested in the aspects involved when creating acoustic commemoration phenomena in public spaces.
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.
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.
The capitalization of ‘certified’ sustainable building sector will be investigated over the power theory of value approach of Jonathan Nitzan and Shimshon Bichler. The study will be initiated by questioning why the environment problems are one of the first items on the agenda and by sharing the ideas of scholars who approaches the subject skeptically, because the predominant literature underlying the necessity and prominence of the topic is already well-known and adapted by the majority. Over the theory developed by Nitzan and Bichler, the concepts of capitalization, strategic sabotage, power, legitimacy, and obedience will be discussed. The hypothesis of “the absentee owners of the construction sector, holding the whip hand and capitalizing the ecology, control the growth and the creativity of green building production and make it carbon-dependent, in order to increase their profit margin” will be questioned. To strengthen the arguments in the hypothesis, the factors, the institutional arrangements, value measurement methods, which affect directly the net present value, will be investigated both in corporation and in building scale in detail, because net present value/ capitalization is asserted as the most important criteria by Nitzan and Bichler to make the investment decisions in the capitalist economic system. To trace the implications of power and the strategic sabotage that power caused, as the empirical dimension of this dissertation, an interface exploring the correlational ties between the climate responsive architecture and the ever changing political, economical, and social contexts and building economics praxis by decades will be developed and the expert interviews will be conducted with the design teams and the appraisers.
Die vorliegende Arbeit hat die Absicht, den Bedarf der Umsetzung der Planungsidee ‚kinder- und jugendfreundliche Stadtentwicklung’ in Korea zu erforschen und Vorschläge für die Umsetzung zu machen. Darüber hinaus will sie herausfinden, warum man sich bezüglich der Durchführung der kinder- und jugendfreundlichen Stadtentwicklung zunächst 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 bezüglich des Beitrags der Schulen zur Realisierung der kinder- und jugendfreundlichen Stadtentwicklung. Danach wird untersucht, ob das deutsche Instrument ‚Spielleitplanung‘ sich als Leitfaden für die gesamte Konzeption der koreanischen kinder- und jugendfreundlichen Stadtentwicklung eignet. Darüber hinaus werden Interviews mit koreanischen Experten aus Stadtplanung und Architektur, Pädagogik und öffentlicher Verwaltung als Forschungsmethode verwendet, um in Bezug auf die kinder- jungendfreundliche Stadtentwicklung den koreanischen Zustand zu analysieren. Zuletzt werden anhand der Untersuchungsergebnisse Handlungs-empfehlungen für die Durchführung 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 körperlichen und geistigen gesunden Aufwachsen von Kindern und Jugendlichen als auch zur Entwicklung ihrer sozialen Kompetenzen erheblich beitragen können. Vor allem soll man die koreanische kinder- und jugendfreundliche Stadtentwicklung zunächst auf den Schulen und den schulischen Umgebungen umsetzen. Denn dadurch lassen sich vielseitige eventuelle Hindernisse bei der Durchführung 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. Auffällig ist, dass die kinder- und jugendfreundliche Stadtentwicklung sowohl auf die räumlichen Gestaltungen als auch auf die Beteiligung von Kindern und Jugendlichen in der städtischen 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 müssen dabei die kulturellen Unterschiede zwischen Deutschland und Korea berücksichtigt 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.
Großsiedlungen sind nicht nur ein Erbe der Moderne, sondern seit über drei Jahrzehnten Gegenstand der Stadterneuerung. Dieses Buch erörtert, was eine heute „normale“ Großsiedlung stadtplanerisch benötigt und welche stadtentwicklungs- als auch wohnungspolitisch gesteuerten Ressourcen in einer integrierten Planungssteuerung gebündelt werden sollten. Dabei wird das grundsätzliche Planungsinstrument des Quartiersmanagements aktualisiert – über den Gegenstand Großsiedlungen hinaus.
Matrix-free voxel-based finite element method for materials with heterogeneous microstructures
(2019)
Modern image detection techniques such as micro computer tomography
(μCT), magnetic resonance imaging (MRI) and scanning electron microscopy (SEM) provide us with high resolution images of the microstructure of materials in a non-invasive and convenient way. They form the basis for the geometrical models of high-resolution analysis, so called image-based analysis.
However especially in 3D, discretizations of these models reach easily the size of 100 Mill. degrees of freedoms and require extensive hardware resources in terms of main memory and computing power to solve the numerical model. Consequently, the focus of this work is to combine and adapt numerical solution methods to reduce the memory demand first and then the computation time and therewith enable an execution of the image-based analysis on modern computer desktops. Hence, the numerical model is a straightforward grid discretization of the voxel-based (pixels with a third dimension) geometry which omits the boundary detection algorithms and allows reduced storage of the finite element data structure and a matrix-free solution algorithm.
This in turn reduce the effort of almost all applied grid-based solution techniques and results in memory efficient and numerically stable algorithms for the microstructural models. Two variants of the matrix-free algorithm are presented. The efficient iterative solution method of conjugate gradients is used with matrix-free applicable preconditioners such as the Jacobi and the especially suited multigrid method. The jagged material boundaries of the voxel-based mesh are smoothed through embedded boundary elements which contain different material information at the integration point and are integrated sub-cell wise though without additional boundary detection. The efficiency of the matrix-free methods can be retained.
Den Schwerpunkt der vorliegenden Arbeit bilden die konstruktive Entwicklung und die wissenschaftliche Untersuchung des Tragverhaltens von Kopplungselementen für den Ingenieur¬holzbau. Die neu entwickelten Verbindungen bestehen bevorzugt aus Stahlteilen mit Gewindeanschluss und werden mit einem Polymerverguss im Holz verankert. Die Kopplungselemente gestatten die einfache montagegerechte Verbindung von Holzbauteilen untereinander oder zu anderen Bauweisen. Sie nehmen die Zug- oder Drucklast axial auf und gewährleisten eine leistungsfähige und schlupf¬freie Verbindung zum Holz. Für den Verguss wird ein mineralisch gefülltes Epoxidharz mit sehr guten Klebeeigenschaften gegenüber Holz und den meisten üblichen Baustoffen verwendet.
Im Holz werden für die Verankerung der Kopplungselemente Bohrungen vorgesehen, die sich sowohl aus technologischen Gründen als auch für eine gleichmäßige Spannungsverteilung vorteilhaft erweisen. Der Durchmesser der Bohrung ist gegenüber dem Verbindungselement deutlich größer, wodurch die Verbindungsfläche zum Holz bei konstanter Länge ansteigt. Die Vergrößerung der Fugen zwischen dem Verbindungselement und der Holzwandung von 7 mm auf 17 mm führt bei konstanter Einbindetiefe und gleichem Durchmesser des Verbin¬dungsmittels zu einer Laststeigerung von über 20 %. Die größere Vergussfuge gewährleistet darüber hinaus eine Vergleichmäßigung der Spannungen innerhalb der Verbindung, den Ein¬satz von frei geformten Verbindungselementen und eine Vereinfachung der Herstellung.
Die Kopplungselemente sind für den Einsatz in Zug- oder Druckstößen ebenso geeignet wie für biegesteife Anschlüsse axial verbundener Biegeträger oder Rahmenecken. Sie können werkseitig im Holzbauteil vorgesehen oder als direkte Verbindung auf der Baustelle vergossen werden. Für die Baupraxis wird durch den Einsatz des schwindarmen Verguss-materials mit hoher Klebewirkung eine Bandbreite an Anwendungen vom Toleranzausgleich über Schubbewehrung bis zum Druck-, Zug- oder Biegeanschluss geboten.