As a scalable, high-efficiency, and simple converter topology, an interleaved, multiphase buck converter has been widely used to power microprocessors in information industry. As modern microprocessors continuously advance, the required current for high-performance microprocessors used in data center applications could be several hundreds of amperes with a current slew rate larger than 1000 A/μs. This poses great challenges for a high-efficiency, high-power-density voltage regulator design with a fast transient response. On the other hand, the design challenges of voltage regulators in mobile applications are also increasing due to the stringent requirement on the device thickness and the battery life. In a multiphase buck converter, discrete inductors are widely used as energy storage elements. However, this solution has a limited transient response with a large size of magnetic components. To overcome these issues, coupled inductor is proposed to realize a small steady-state current ripple, a fast transient response, and a small inductor size at the same time. Although lots of studies have been conducted in the topic of the coupled inductor, there are still several challenges unsolved in this area. These challenges are addressed through a comprehensive study in this dissertation. First, a comprehensive analysis of different coupled inductor structures is crucial to identify the benefits and limitations of each inductor structure and provide design guidance under different application requirements. Based on the coupling mechanism, different coupled inductor structures are categorized as a direct-coupled inductor (DCL), an indirect-coupled inductor (ICL) or a hybrid-coupled inductor (HCL) in this work. The performance of these three types of coupled inductors is analyzed in detail through the equivalent inductance analysis and the magnetic flux analysis. For the applications that require a small phase number, a DCL can achieve the smallest inductor size with a given inductance requirement. As the phase number increases, it is beneficial to use an ICL and an HCL due to their symmetrical, simple, and scalable inductor structures. As compared to an ICL, an HCL can achieve a smaller inductor size due to the flux-cancellation effect. The difference between a DCL, an ICL and an HCL are revealed quantitively with several design examples through this study. Second, the steady-state inductance (Lss) and the transient inductance (Ltr) are two key design parameters for coupled inductors. A large Lss and a small Ltr are preferred from the circuit performance point of view. However, there is a design conflict in an ICL and an HCL under the inductor size constraint, where reducing Ltr also results in a smaller Lss. A variable coupling coefficient concept is proposed to overcome this issue. With the same Lss, the proposed method can achieve a smaller Ltr during load transients as compared with the conventional method. This concept is realized by applying a nonlinear inductor in the additional winding loop with the current in this loop as the control source. Compared with the conventional structure, the proposed structure can achieve a great output voltage spike reduction and output capacitance reduction. Third, although an ICL and an HCL are promising candidates for multiphase coupled inductors, an extra inductor is required in the additional winding loop to adjust the coupling coefficient. This additional inductor occupies extra space. To shrink the total inductor size, several improved magnetic core structures are proposed to achieve the controllable coupling through the magnetic integration for an ICL and an HCL. Furthermore, the thickness of the core plate can be significantly reduced by the improved core structure for an HCL. Overall, it is demonstrated that the inductor footprint is greatly reduced by the proposed core structure, as compared with the conventional solution. Lastly, a novel PCB-embedded coupled inductor structure is proposed for a 20MHz integrated voltage regulator (IVR) for mobile applications. To achieve a small inductor footprint and a low profile, the inductor structure with a lateral flux pattern and direct coupling is adopted. Compared with the state-of-the-art solution, the proposed structure can adjust the coupling in a simple core structure by changing the inductor winding pattern. The proposed structure integrates multiple inductors into one magnetic core and is embedded into PCB with a total thickness of 0.54 mm. In contrast to prior arts, the proposed inductor structure features a large inductance density and quality factor with a much smaller DC resistance (DCR), thus is seen as a promising candidate for IVR applications. / Doctor of Philosophy / As modern microprocessors continuously advance in the information industry, the required current for high-performance microprocessors used in data center applications could be several hundreds of amperes with a current slew rate larger than 1000 A/μs. This poses great challenges for the power converter design. On the other hand, the design challenges of power converters in mobile applications are also increasing due to the stringent requirement on the device thickness and the battery life. As a scalable, high-efficiency, and simple converter topology, an interleaved, multiphase buck converter has been widely used to power these processors. In a multiphase buck converter, discrete inductors are widely used as energy storage elements. However, this solution has a limited transient response with a large size of magnetic components. To overcome these issues, coupled inductor is proposed to realize a small steady-state current ripple, a fast transient response, and a small inductor size at the same time. Although lots of studies have been conducted in the topic of the coupled inductor, there are still several challenges unsolved in this area. These challenges are addressed through a comprehensive study in this dissertation. First, a comprehensive analysis and comparison of different coupled inductor structures is crucial to identify the benefits and limitations of each inductor structure and provide design guidance under different application requirements. Based on the coupling mechanism, different coupled inductor structures are categorized as a direct-coupled inductor (DCL), an indirect-coupled inductor (ICL) or a hybrid-coupled inductor (HCL) in this work. The performance of these three types of coupled inductors is analyzed in detail through the equivalent inductance analysis and the magnetic flux analysis. The difference between a DCL, an ICL and an HCL are revealed quantitively with several design examples through this study. Second, the steady-state inductance (Lss) and the transient inductance (Ltr) are two key design parameters for coupled inductors. A large Lss and a small Ltr are preferred from the circuit performance point of view. However, there is a design conflict in an ICL and an HCL under the inductor size constraint, where reducing Ltr also results in a smaller Lss. A variable coupling coefficient concept is proposed to overcome this issue. This concept is realized by applying a nonlinear inductor in the conventional structure. Compared with the conventional structure, the proposed structure can achieve a great output voltage spike reduction and output capacitance reduction. Third, although an ICL and an HCL are promising candidates for multiphase coupled inductors, an extra inductor is required in the additional winding loop to adjust the coupling coefficient. This additional inductor occupies extra space. To shrink the total inductor size, several improved magnetic core structures are proposed to achieve the controllable coupling through the magnetic integration for an ICL and an HCL. Lastly, a novel PCB-embedded coupled inductor structure is proposed for a 20MHz integrated voltage regulator (IVR) for mobile applications. Compared with the state-of-the-art solution, the proposed structure can adjust the coupling in a simple core structure by changing the inductor winding pattern. In contrast to prior arts, the proposed inductor structure features a large inductance density and quality factor with a much smaller DC resistance (DCR), thus is seen as a promising candidate for IVR applications.

No description available.

Структурирована существующая методика расчета подкрановых балок и проанализировано влияние дефектов на напряженно-деформированное состояние подкрановых балок. / The existing method of calculating crane beams is structured and the effect of defects on the stress-strain state of crane beams is analyzed.

Im Rahmen der vorliegenden Arbeit wird das Versuchskonzept für zweiaxiale Zug-Zug-Versuche an textilbewehrten Betonscheiben behandelt. Diese Arbeit soll einen Beitrag leisten, die Kenntnisse aus dem Maschinenbau, der Mechanik in den Bereich der Bauingenieure und Baustoffe umzusetzen, um alle Effekte, die vom Versuchstand verursacht werden, öffentlich zu machen. Es ist ein Versuchskonzept zu erarbeiten, wie ein experimenteller Zug-Zug-Versuch optimal zu gestalten ist, um das Tragverhalten des textilbewehrten Betons genau zu ermitteln. Die Arbeit ist hauptsächlich in zwei Teile gegliedert. Der erster Teil befasst sich mit dem Thema „Versuchsvorbereitung“. Es beinhaltet folgende Hauptpunkte: • Der erste Punkt beschäftigt sich mit der Auswertung durchgeführter Versuche und deren Versuchsaufbauten. Hier werden Aspekte von der konstruktiven Auslegung der Rahmen bis zur Steuerung der Prüfmaschine behandelt. Es wird diskutiert, welche Effekte auf das Versuchsergebnis vom gewählten Hydrauliksystem bzw. von den Hydraulikzylinder und der Steuerung des Öldrucks ausgehen können. • Im zweiten Punkt wird eine Finite–Element–Simulationen durchgeführt, um die zweiaxialen Zug-Zug-Versuchskörper zu konzipieren. Mit Hilfe von einem Finite–Element– Programm, hier ATENA, wird die Probengeometrie mit den Randbedingungen des Versuchs nachgebildet und optimiert. • Der dritte Punkt beschäftigt sich mit dem Thema „Lasteinleitung“. Ein Konzept für die Verbindung und Kraftübertragung von Stahlplatten (Stahllasche) zur Lasteinleitung in „Beton“ soll entwickelt werden. • Der vierte Punkt beschreibt die gewählte Messmethode der Versuchsdurchführung, und wertet deren Potenzial und Möglichkeiten . Der zweiter Teil der vorliegenden Arbeit beschreibt detailliert die fünf durchgeführten zweiaxialen Zug–Zug–Versuche an mit AR-Glas textilbewehrten Betonscheiben. Die textilbewehrten Betonscheiben werden am Rahmen der zweiaxialen Prüfmaschine eingehängt und zweiaxial mit jeweils konstantem Verhältnis der Beanspruchung in Zug–Zug Richtung belastet, um den Versuchstand zu erproben und auszutesten. Die Gedanken, Ergänzungen und Erkenntnisse der Autorin im Zusammenhang mit dem textilbewehrten Beton und die hier auftretenden Effekte werden auch in diesem Kapitel behandelt. Das Schlusskapitel der Arbeit beinhaltet die Zusammenfassung und den weiteren Ausblick. Aus diesem Anlass werden die wissenschaftlichen Erkenntnisse der vorliegenden Arbeit zusammengefasst. / This doctoral thesis pertains to the conception for Bi–axial Tension–Tension Tests of thin textile reinforced concrete plates. This dissertation contributes to the application of mechanical engineering knowledge into the specific area of Material–Construction Engineering; all results obtained from experimental conditions will be released to the public. The conception of this testing regime is presented, as well as the manner in which an experimental Tension–Tension Test can optimally ascertain and accurately predict and describe load-bearing behaviour of textile reinforced concrete (TRC). This thesis is generally subdivided into two parts –“Test Preparation” and the detail of Bi-axial Tension-Tension testing on AR-Glass TRC plates. The “Test Preparation” component of this document includes the following four principal points. The first point is concerned with the assembly of testing equipment. Problems stemming from framework or lack of control over the testing machine are examined here. Negative effects on test results induced by the Hydraulic cylinder and related oil pressure are investigated and complemented in this section. The second point focuses on the numerical simulation used in order to determine the Bi–axial Tension–Tension Test samples. The specimen geometry given the testing boundary conditions was copied and optimized by means of a Finite–Element–Program (ATENA). The third point is concerned with the notion of “load application”. It was necessary to develop a premise for the loading transmission and connection between steel plates (steel mounting plates) and concrete cogs. The final point takes into account the methods used for measuring the Bi–axial Tension–Tension–test of this work. The second component present in this thesis describes in detail the five Bi–axial Tension–Tension–Tests conducted on AR–Glass TRC plates utilized to prove and ensure the accuracy of the experimental equipment. The TRC plate was built on frame of the bi-axial testing machine and received tensile loading in both directions. This loading relationship was held constant in both directions during the test. Furthermore, the author presents her own thoughts, as well as supplemental commentary, associated with textile reinforced concrete and the resulting experimental outcomes. The last chapter closes this doctoral thesis and includes the abstract of and further prospects for this study. All scientific cognitions are summarised in this chapter.

Im Rahmen der vorliegenden Arbeit wird das Versuchskonzept für zweiaxiale Zug-Zug-Versuche an textilbewehrten Betonscheiben behandelt. Diese Arbeit soll einen Beitrag leisten, die Kenntnisse aus dem Maschinenbau, der Mechanik in den Bereich der Bauingenieure und Baustoffe umzusetzen, um alle Effekte, die vom Versuchstand verursacht werden, öffentlich zu machen. Es ist ein Versuchskonzept zu erarbeiten, wie ein experimenteller Zug-Zug-Versuch optimal zu gestalten ist, um das Tragverhalten des textilbewehrten Betons genau zu ermitteln. Die Arbeit ist hauptsächlich in zwei Teile gegliedert. Der erster Teil befasst sich mit dem Thema „Versuchsvorbereitung“. Es beinhaltet folgende Hauptpunkte: • Der erste Punkt beschäftigt sich mit der Auswertung durchgeführter Versuche und deren Versuchsaufbauten. Hier werden Aspekte von der konstruktiven Auslegung der Rahmen bis zur Steuerung der Prüfmaschine behandelt. Es wird diskutiert, welche Effekte auf das Versuchsergebnis vom gewählten Hydrauliksystem bzw. von den Hydraulikzylinder und der Steuerung des Öldrucks ausgehen können. • Im zweiten Punkt wird eine Finite–Element–Simulationen durchgeführt, um die zweiaxialen Zug-Zug-Versuchskörper zu konzipieren. Mit Hilfe von einem Finite–Element– Programm, hier ATENA, wird die Probengeometrie mit den Randbedingungen des Versuchs nachgebildet und optimiert. • Der dritte Punkt beschäftigt sich mit dem Thema „Lasteinleitung“. Ein Konzept für die Verbindung und Kraftübertragung von Stahlplatten (Stahllasche) zur Lasteinleitung in „Beton“ soll entwickelt werden. • Der vierte Punkt beschreibt die gewählte Messmethode der Versuchsdurchführung, und wertet deren Potenzial und Möglichkeiten . Der zweiter Teil der vorliegenden Arbeit beschreibt detailliert die fünf durchgeführten zweiaxialen Zug–Zug–Versuche an mit AR-Glas textilbewehrten Betonscheiben. Die textilbewehrten Betonscheiben werden am Rahmen der zweiaxialen Prüfmaschine eingehängt und zweiaxial mit jeweils konstantem Verhältnis der Beanspruchung in Zug–Zug Richtung belastet, um den Versuchstand zu erproben und auszutesten. Die Gedanken, Ergänzungen und Erkenntnisse der Autorin im Zusammenhang mit dem textilbewehrten Beton und die hier auftretenden Effekte werden auch in diesem Kapitel behandelt. Das Schlusskapitel der Arbeit beinhaltet die Zusammenfassung und den weiteren Ausblick. Aus diesem Anlass werden die wissenschaftlichen Erkenntnisse der vorliegenden Arbeit zusammengefasst. / This doctoral thesis pertains to the conception for Bi–axial Tension–Tension Tests of thin textile reinforced concrete plates. This dissertation contributes to the application of mechanical engineering knowledge into the specific area of Material–Construction Engineering; all results obtained from experimental conditions will be released to the public. The conception of this testing regime is presented, as well as the manner in which an experimental Tension–Tension Test can optimally ascertain and accurately predict and describe load-bearing behaviour of textile reinforced concrete (TRC). This thesis is generally subdivided into two parts –“Test Preparation” and the detail of Bi-axial Tension-Tension testing on AR-Glass TRC plates. The “Test Preparation” component of this document includes the following four principal points. The first point is concerned with the assembly of testing equipment. Problems stemming from framework or lack of control over the testing machine are examined here. Negative effects on test results induced by the Hydraulic cylinder and related oil pressure are investigated and complemented in this section. The second point focuses on the numerical simulation used in order to determine the Bi–axial Tension–Tension Test samples. The specimen geometry given the testing boundary conditions was copied and optimized by means of a Finite–Element–Program (ATENA). The third point is concerned with the notion of “load application”. It was necessary to develop a premise for the loading transmission and connection between steel plates (steel mounting plates) and concrete cogs. The final point takes into account the methods used for measuring the Bi–axial Tension–Tension–test of this work. The second component present in this thesis describes in detail the five Bi–axial Tension–Tension–Tests conducted on AR–Glass TRC plates utilized to prove and ensure the accuracy of the experimental equipment. The TRC plate was built on frame of the bi-axial testing machine and received tensile loading in both directions. This loading relationship was held constant in both directions during the test. Furthermore, the author presents her own thoughts, as well as supplemental commentary, associated with textile reinforced concrete and the resulting experimental outcomes. The last chapter closes this doctoral thesis and includes the abstract of and further prospects for this study. All scientific cognitions are summarised in this chapter.