<p>Active vibration control to reduce vibrations and structure borne noise is considered using a powerful multi-disciplinary virtual design environment which enables control system design to be considered as an integral part of the overall vehicle design.</p><p>The main application studied is active automotive engine vibration isolation where, first, the potential of large frequency band multi-input multi-output H₂ feedback control is considered. Facilitated by the virtual environment, it is found necessary to take non-linear characteristics into account to achieve closed-loop stability.</p><p>A physical explanation to why receiver structure flexibility insignificantly affect the open and closed-loop characteristics in case of total force feedback in contrast to acceleration feedback is then given. In this context, the inherent differences between model order reduction by modal and by balanced truncation are being stressed.</p><p>Next, applying state-of-the-art algorithms for recursive parameter estimation, time-domain adaptive filtering is shown to lack sufficient tracking performance to deal with multiple spectral components of transient engine excitations corresponding to rapid car accelerations.</p><p>Finally, plant non-linearity as well as transient excitation are successfully handled using narrow band control based on feedback of disturbance states estimates. To deal with the non-linear characteristics, an approach to generate linear parameter varying descriptions of non-linear systems is proposed. Parameter dependent quadratic stability is assessed using a derived affine closed-loop system representation.</p><p>This thesis also considers actuator saturation induced limit cycles for observer-based state feedback control systems encountered when dealing with the active isolation application. It is stressed that the fundamental observer-based anti-windup technique could imply severely deteriorated closed-loop characteristics and even sustained oscillations. That is in the case when the observer is fed by the saturated control signal in contrast to the computed one. Based on piecewise affine system descriptions, analytical tools to conclude about limit cycles and exponential closed-loop stability are provided for the two observer implementations.</p>

Active vibration control to reduce vibrations and structure borne noise is considered using a powerful multi-disciplinary virtual design environment which enables control system design to be considered as an integral part of the overall vehicle design. The main application studied is active automotive engine vibration isolation where, first, the potential of large frequency band multi-input multi-output H2 feedback control is considered. Facilitated by the virtual environment, it is found necessary to take non-linear characteristics into account to achieve closed-loop stability. A physical explanation to why receiver structure flexibility insignificantly affect the open and closed-loop characteristics in case of total force feedback in contrast to acceleration feedback is then given. In this context, the inherent differences between model order reduction by modal and by balanced truncation are being stressed. Next, applying state-of-the-art algorithms for recursive parameter estimation, time-domain adaptive filtering is shown to lack sufficient tracking performance to deal with multiple spectral components of transient engine excitations corresponding to rapid car accelerations. Finally, plant non-linearity as well as transient excitation are successfully handled using narrow band control based on feedback of disturbance states estimates. To deal with the non-linear characteristics, an approach to generate linear parameter varying descriptions of non-linear systems is proposed. Parameter dependent quadratic stability is assessed using a derived affine closed-loop system representation. This thesis also considers actuator saturation induced limit cycles for observer-based state feedback control systems encountered when dealing with the active isolation application. It is stressed that the fundamental observer-based anti-windup technique could imply severely deteriorated closed-loop characteristics and even sustained oscillations. That is in the case when the observer is fed by the saturated control signal in contrast to the computed one. Based on piecewise affine system descriptions, analytical tools to conclude about limit cycles and exponential closed-loop stability are provided for the two observer implementations.

Software for designing structural frameworks in civil engineering is getting more and more complex. By offering reliable and efficient calculation methods, economic goals can be reached as well as the civil engineer's demands. Furthermore, opportunities for special developments are created and acceptance of new building systems is increased. The work presented here introduces a method for the physically nonlinear analysis of different composite beam designs for building and bridge structures which are subjected mainly to bending stresses under quasi-static, long-term loading. In addition, the utilization of these methods, including materials and modelling concepts, are shown in a newly developed software package. Present developments for composite construction and civil engineering requirements are the basis for the materials and modelling possibilities discussed. Particular attention is given to a realistic description of time and load dependent variables characterizing the state of the composite structures and their interactions. The selection of material models is based on experimental results. The main points of interest are concrete properties like creep, shrinkage, effluent hydration heat, cracking and boundary behaviour between different materials. Material behaviour under load and reload conditions was taken into account as well. The static solution is based on the incremental iterative application of the deformation method. Each iteration starts with the numerical integration of the beam system of differential equations. Based on the effects at the beam boundaries, the consideration of load and system modifications, as well as time dependent and independent constraint processes, is shown. An essential extension of the composite beam structure model is obtained using the system of differential equations for the flexible bond. Several detailed models are linked to a time dependent simulation for the entire system, which has been incorporated into a software package visualizing the time dependent variables. Finally, some practical application examples are presented. The validation of the implemented approach is demonstrated by correlating the calculated results with real life measurements. / Softwareentwicklungen für die Tragwerksplanung im Bauwesen werden zunehmend komplexer. Mit der Bereitstellung zuverlässiger und effizienter Berechnungsmethoden, welche sowohl ingenieurgemäße Ansprüche als auch wirtschaftliche Zielsetzungen erfüllen, werden neue Möglichkeiten für eine zielgerichtete Entwicklung oder verstärkte Etablierung von neueren Bauweisen geschaffen. Die vorliegende Arbeit beschreibt ein Verfahren zur physikalisch nichtlinearen Analyse vorwiegend biegebeanspruchter Verbund-Stabtragwerke des Hoch- und Brückenbaues unter quasi-statischer Langzeitbeanspruchung. Die zugehörige programmtechnische Umsetzung wird veranschaulicht. Die Modellierungsmöglichkeiten bezüglich der Werkstoffe orientieren sich an baupraktisch relevanten Erfordernissen sowie an den Besonderheiten und aktuellen Entwicklungen der Verbundbauweise. Besonderes Augenmerk wird zunächst auf eine realitätsnahe Darstellung der den Gebrauchs¬zustand von Verbundtragwerken charakterisierenden zeit- und lastabhängigen Einflussgrößen sowie ihrer Wechselwirkungen gelegt. Zur objektiven Beurteilung möglicher Materialmodelle wird zuerst auf das prinzipielle Verhalten im Experiment eingegangen, danach erfolgt eine Auswahl geeigneter Modelle. Schwerpunkte stellen dabei insbesondere die Betoneigenschaften Kriechen, Schwinden, abfließende Hydratationswärme und die Rissbildung sowie das Verbundverhalten zwischen den Werkstoffen dar. Diese Betrachtungen schließen das Werk¬stoffverhalten unter Be- und Entlastung ein. Die statische Lösung basiert auf einer inkrementell-iterativen Anwendung der Deformations¬methode. Ausgangspunkt der Berechnungen in einem Iterationsschritt ist die numerische Integration des Stab-Differentialgleichungssystems. Ausgehend von der Formulierung der Wirkungsgrößen an einem Stabrändern wird die Berücksichtigung von Belastungs- und Systemmodifikationen sowie zeitabhängigen und -unabhängigen Zwangsprozessen aufgezeigt. Eine wesentliche Erweiterung der Anwendungen im Stahl-Beton-Verbundbau stellt die Herleitung des Stab-Differentialgleichungssystems für den nachgiebigen Verbund dar. Mit der Verknüpfung einzelner Detailmodelle zu einem zeitabhängigen Lösungsverfahren und deren Integration in einen entsprechenden Softwareentwurf wird die programmtechnische Basis für eine modellhafte, zeitvariante Erfassung der beschreibenden Kenngrößen bereitgestellt. Ausgewählte praktische Beispiele demonstrieren abschließend die Anwendungsmöglichkeiten des Verfahrens und stellen die Verifikation der Simulationsergebnisse anhand von Messungen dar.