The presented research investigated the viability of a double-braided synthetic fiber rope for providing improved performance of steel moment frames subjected to earthquake-induced ground motions. A series of experimental tests, including a 1:3-scale dynamic test and 1:6-scale shaking table tests, was conducted using Northridge ground-motion input. A series of nonlinear dynamic analytical studies, using DRAIN-2DX, was conducted to develop the experimental tests. Throughout experimental testing, the ropes exhibited a hyper-elastic loading response and a reduced-stiffness unloading response. A conditioning cycle was defined as a loading cycle induced in the rope above the highest load expected to be experienced by the rope, and was determined to be requisite for ropes intended to be used for the stated objectives of the research program. After experiencing a conditioning cycle, the rope response returned to initial conditions without permanent deformation, demonstrating repeatability of response through several loading cycles below the conditioning load. In the 1:6-scale shaking-table experiments, the ropes drastically improved the performance of the steel moment frames. Maximum and residual drift were reduced significantly, with a corresponding minimal increase to the maximum base shear. Base shear was reduced at several peaks subsequent to the initial pulse of the Northridge ground-motion input. The analytical model developed was excellent for predicting elastic response of the 1:6-scale shaking table experiments and adequate for the purpose of planning shaking table studies. Correlation of peak rope forces between the analytical model and experimental results was poor, and was attributed to limitations of the pre-defined elements used to represent the rope devices in the software program. The inability of the elements to capture the complex unloading response of the rope was specifically noted. / Ph. D.

Conventional isolation models deal with massless isolators, which tend to overestimate the isolator performance because they neglect the internal resonances (IRs) due to the inertia of the isolator. Previous researches on the IR problem is not adequate because they only discussed this problem in terms of vibration based on single degree-of-freedom (SDOF) models. These studies did not reveal the importance of the IRs, especially from the perspective of the noise radiation. This dissertation is novel compared to previous studies in the following ways: (a) a three-DOF (3DOF) model, which better represents practical vibration systems, is employed to investigate the importance of the IRs; (b) the IR problem is studied considering both vibration and noise radiation; and (c) passive and hybrid control approaches using dynamic vibration absorbers (DVAs) to suppress the IRs are investigated and their potential demonstrated. The 3DOF analytical model consists of a rigid primary mass connected to a flexible foundation through three isolators. To include the IRs, the isolator is modeled as a continuous rod with longitudinal motion. The force transmissibility through each isolator and the radiated sound power of the foundation are two criteria used to show the effects and significance of the IRs on isolator performance. Passive and hybrid DVAs embedded in the isolator are investigated to suppress the IRs. In the passive approach, two DVAs are implemented and their parameters are selected so that the IRs can be effectively attenuated without significantly degrading the isolator performance at some other frequencies that are also of interest. It is demonstrated that the passive DVA enhanced isolator performs much better than the conventional isolator in the high frequency range where the IRs occur. The isolator performance is further enhanced by inserting an active force pair between the two passive DVA masses, forming the hybrid control approach. The effectiveness and the practical potential of the hybrid system are demonstrated using a feedforward control algorithm. It is shown that this hybrid control approach not only is able to maintain the performance of the passive approach, but also significantly improve the isolator performance at low frequencies. / Ph. D.

[pt] Neste trabalho é apresentado um método numérico de resolução para a equação diferencial de placas: o método de Galerkin Iterativo. O método é utilizado para obtenção das cargas críticas de flambagem e das freqüências naturais para placas retangulares com condições de contorno arbitrárias. São determinados ainda os modos de vibração de placas para diversas condições de contorno. É também apresentada uma análise do comportamento estático e dinâmico de placas planas retangulares. Utilizando-se dos resultados obtidos nesta análise e do método de Galerkin Iterativo, analisa- se a influência dos carregamentos axiais sobre as propriedades de vibração de uma placa com diversas condições de contorno, como proposta de um meio de controle passivo de vibrações em placas retangulares. Realiza-se uma análise linear para o carregamento no plano médio da placa e outra não-linear no caso de placas submetidas a carregamentos excêntricos, ou seja, fora do plano médio da placa. Mostra-se que o método de Galerkin Iterativo permite a obtenção de modos de vibração ortogonais possibilitando a resolução de problemas dinâmicos através do método de superposição de modos. Além disso, mostra-se que o método de controle passivo de vibrações em placas, através da aplicação de forças de compressão no plano, reduz a amplitude da resposta na região de ressonância. / [en] The aim of this work is to present a procedure for the solution of differential equations for plates: the Iterative Galerkin method. With the aid of this method, the buckling loads and natural frequencies of plates are obtained for plates with arbitrary sets of boundary conditions. The vibration modes of plates with various boundary conditions are obtained and compared with results found in literature. An analysis of the static and dynamic behavior of unloaded and in-plane loaded rectangular plates is presented. The use of in-plane loads as a passive vibration control technique for rectangular plates is investigated using the results obtained by the Iterative Galerkin`s method. A linear analysis is conducted for loads applied on the plate mid-surface and a non-linear one for plates with in-plane eccentric loads. Moreover, it is shown that the Iterative Galerkin method leads to a set of orthogonal vibration modes allowing the use of superposition methods in the solution of dynamic problems. Furthermore, the results show that the proposed passive vibration control through the use of in- plane compression loads, decrease the response in the resonance region.

New materials and new fabrication techniques in turbomachinery lead to monolithic<p>structures with extremely low damping which may be responsible for severe vibrations<p>and possible high-cycle fatigue problems. To solve this, various techniques<p>of damping enhancement are under investigation. The present work is focused on<p>piezoelectric shunt damping.<p>This thesis considers the RL shunt damping of rotationally periodic structures using<p>an array of piezoelectric patches, with an application to a bladed drum representative<p>of those used in turbomachinery. Due to the periodicity and the cyclic symmetry of<p>the structure, the blade modes occur by families with very close resonance frequencies,<p>and harmonic shape in the circumferential direction; the proposed RL shunt<p>approaches take advantage of these two features.<p>When a family of modes is targeted for damping, the piezoelectric patches are<p>shunted independently on identical RL circuits, and tuned roughly on the average<p>value of the resonance frequencies of the targeted modes. This independent<p>configuration offers a damping solution effective on the whole family of modes, but<p>it requires the use of synthetic inductors, which is a serious drawback for rotating<p>machines.<p>When a specific mode with n nodal diameters has been identified as critical and<p>is targeted for damping, one can take advantage of its harmonic shape to organize<p>the piezoelectric patches in two parallel loops. This parallel approach reduces considerably<p>the demand on the inductors of the tuned inductive shunt, as compared<p>to independent loops, and offers a practical solution for a fully passive integration<p>of the inductive shunt in a rotating structure.<p>Various methods are investigated numerically and experimentally on a cantilever<p>beam, a bladed rail, a circular plate, and a bladed drum. The influence of blade<p>mistuning is also investigated. / Doctorat en Sciences de l'ingénieur / info:eu-repo/semantics/nonPublished

Les travaux présentés dans le cadre de cette thèse de doctorat concernent la problématique d’arrachement de bâches de semi-remorques convoyés par le réseau d’autoroutes ferroviaires. En effet, les phénomènes turbulents générés autour d’un tel convoi provoquent d’importantes fluctuations de pression sur les parois bâchées, entrainant des mouvements de forte amplitude menant à la rupture sur de longues périodes de sollicitation. Ce phénomène pouvant provoquer plusieurs types d’incidents pour l’exploitant du réseau (embrasement par contact caténaire, retard des trains, perte de marchandise, etc...), il est nécessaire de comprendre les phénomènes physiques mis en jeu et de dégager une solution de contrôle de l’écoulement satisfaisant les contraintes de l’industrie ferroviaire. Pour ce faire, une étude expérimentale et numérique de l’écoulement autour d’une configuration bidimensionnelle de marche montante a été réalisée afin de caractériser l’influence des différentes zones décollées sur les fluctuations de pression pariétale induites en aval de la marche. A cet effet, une série de mesures de champs de vitesse et de pression pariétale ont été réalisées dans la soufflerie du Lamih. Les résultats observés expérimentalement ont pu être confrontés à ceux obtenus par une approche numérique dans des conditions équivalentes. L’analyse de l’écoulement s’est principalement focalisée sur deux points. Le premier concerne la dynamique des zones de recirculation en interaction avec la couche de cisaillement. Une approche stochastique a été déployée, et a permis de mettre en évidence les mécanismes prépondérants à l’origine du phénomène. Le second point porte sur les liens entretenus entre ces mécanismes et les fluctuations de pression pariétale. Une approche modale, basée sur une décomposition orthogonale aux valeurs propres étendue, a permis de révéler l’importante contribution des basses fréquences dans ce cas de figure. Enfin, une solution de contrôle passive (déflecteur) a été testée et a permis de montrer que la suppression de ces mécanismes basse fréquence permet d’obtenir un gain en termes de pression pariétale pouvant aller jusqu’à 36% selon les configurations. / The work presented in the framework of this doctoral thesis concerns the problem of the tarpaulins tearing off of semi-trailers conveyed by the motorways network. Indeed, the turbulent phenomena generated around such a convoy cause large pressure fluctuations on the walls, resulting in high amplitude movements leading to breakage over long periods of stress. This phenomenon can cause several types of incidents for the operator of the network (ignition by catenary contact, train delay, loss of goods,...), it is necessary to understand the physical phenomena involved and to define a flow control solution that take into account the rail industry constraints. To do this, an experimental and numerical study of the flow around a two-dimensional forward facing step configuration was carried out in order to characterize the influence of the different separated zones on the wall pressure fluctuations induced downstream of the step. For this purpose, a series of velocity field and wall pressure measurements were carried out in the Lamih wind tunnel. The experimental results could be compared with those obtained by a numerical approach under the same conditions. The flow analysis focused mainly on two points. The first concerns the dynamics of the recirculation zones interacting with the shear layer. A stochastic approach has been used, and has made it possible to highlight the dominant mechanisms at the origin of the phenomenon. The second point concerns the dynamical links between these mechanisms and the wall pressure fluctuations. A modal approach, based on an extended orthogonal decomposition, revealed the important contribution of the low frequencies in this case. Finally, a passive control solution (deflector) was tested and showed that the low frequency mechanisms suppression provide a wall pressure gain up to 36 % depending on configurations.

No description available.

Ce projet de doctorat consiste en la proposition d'une solution technologique d'un résonateur de Helmholtz adaptatif à volume variable, permettant ainsi de s'affranchir du caractère mono-fréquentiel des résonateurs de Helmholtz passifs. Le réglage de volume s'effectue grâce à l'utilisation d'une membrane en polymère électroactif (EAP), permettant ainsi d'accorder les résonances du résonateur de Helmholtz. Le comportement mécanique de ces matériaux est modifié lorsqu'ils sont stimulés par un champ électrique. Des améliorations significatives en perte par transmission acoustique sont obtenues en basses fréquences par deux effets: la variation de raideur de la membrane et l'augmentation de volume due à la déformation de la membrane. Des études numériques, analytiques et expérimentales sont réalisées pour déterminer le potentiel des concepts proposés. Enfin, une structure périodique contenant 9 résonateurs adaptatifs à membranes électroactives est étudiée en champs diffus permettant d'évaluer les performances acoustiques du concept distribué. / This main goal of the project consists in proposing a technological solution of an adaptive Helmholtz resonator with variable volume, which allows to overcome the mono-frequency character of passive Helmholtz resonators. The volume control is achieved by the use of an electroactive polymer membrane (EAP), allowing the resonances of the Helmholtz resonator to be tuned. The mechanical behavior of these materials changes when they are stimulated by an electric field. Significant improvements in acoustic transmission loss are obtained at low frequencies by two effects: the variation of stiffness of the membrane and the increase of volume due to the deformation of the membrane. Numerical, analytical and experimental studies are carried out to determine the potential of the proposed concepts. Finally, a periodic structure containing 9 adaptive resonators with electroactive membranes is studied in diffuse fields to evaluate the acoustic performances of the distributed concept.

L'amplitude vibratoire d'une structure mince peut être réduite grâce au couplage électromécanique qu'offrent les matériaux piézoélectriques. En termes d'amortissement passif, les shunts piézoélectriques permettent une conversion de l'énergie vibratoire en énergie électrique. La présence d'une inductance dans le circuit crée une résonance électrique due à l'échange de charges avec la capacité piézoélectrique. Ainsi, l'ajustement de la fréquence propre de ce shunt résonant à celle de la structure mécanique équivaut à la mise en œuvre d'un amortisseur à masse accordée. Cette stratégie est étendue au contrôle d'une structure multimodale par multiplication du nombre de patchs piézoélectriques. Ceux-ci sont interconnectés via un réseau électrique ayant un comportement modal approximant celui de la structure à contrôler. Ce réseau multi-résonant permet donc le contrôle simultané de plusieurs modes mécaniques. La topologie électrique adéquate est obtenue par discrétisation de la structure mécanique puis par analogie électromécanique directe. Le réseau analogue fait apparaître des inductances et des transformateurs dont le nombre et les valeurs sont choisis en fonction de la bande de fréquences à contrôler. Après s'être penché sur la conception de composants magnétique adaptés, la solution de contrôle passif est appliquée à l'amortissement de structures unidimensionnelles de type barres ou poutres. La stratégie est ensuite étendue au contrôle de plaques minces par mise en œuvre d'un réseau électrique bidimensionnel. / Structural vibrations can be reduced by benefiting from the electromechanical coupling that is offered by piezoelectric materials. In terms of passive damping, piezoelectric shunts allow converting the vibration energy into electrical energy. Adding an inductor in the circuit creates an electrical resonance due to the charge exchanges with the piezoelectric capacitance. By tuning the resonance of the shunt to the natural frequency of the mechanical structure, the equivalent of a tuned mass damper is implemented. This strategy is extended to the control of a multimodal structure by increasing the number of piezoelectric patches. These are interconnected through an electrical network offering modal properties that approximate the behavior of the structure to control. This multi-resonant network allows the simultaneous control of multiple mechanical modes. An adequate electrical topology is obtained by discretizing the mechanical structure and applying the direct electromechanical analogy. The analogous network shows inductors and transformers, whose numbers and values are chosen according to the frequency band of interest. After focusing on the design of suitable magnetic components, the passive control strategy is applied to the damping of one-dimensional structures as bars or beams. It is then extended to the control of thin plates by implementing a two-dimensional analogous network.

L'utilisation de systèmes légers non linéaires permet de réaliser le contrôle vibratoire de structures subissant des oscillations non acceptables en termes de confort pour l'usager ou de sécurité de l'ouvrage. L'étude des puits d'énergie non linéaires, ou « Nonlinear Energy Sinks » (NES), a notamment fait l'objet de nombreuses recherches depuis le début des années 2000. Sa non-linéarité lui confère des capacités de pompage énergétique large bande, c'est-à-dire pour un large intervalle de fréquences de sollicitation, ce qui représente un avantage significatif en comparaison des absorbeurs comme l'amortisseur à masse accordée. Le but de ce manuscrit est d'étudier le couplage de chaîne d'oscillateurs non linéaires à des systèmes dynamiques linéaires soumis à des sollicitations harmoniques et d'analyser d'une part le comportement global du système, et d'autre part les potentialités de contrôle passif de telles chaînes. Une méthodologie analytique générale est présentée, puis appliquée à des exemples où des absorbeurs à non-linéarités cubiques à un, puis à N degrés de liberté sont attachés à un oscillateur linéaire. Une variation de cette méthodologie adoptant une vision continue de la chaîne est ensuite proposée. Enfin, un dispositif expérimental étudie le comportement d'un modèle réduit de bâtiment à un étage couplé à une chaîne de huit oscillateurs non linéaires. / Nonlinear light oscillators can be used for performing vibratory passive control of structures undergoing unacceptable oscillations in terms of comfort and safety. The study of Nonlinear Energy Sinks (NES) has been especially subject to an important research effort since the beginning of the 2000s. Its essential nonlinearity enables it to achieve large-band energy pumping, which is a significant advantage in comparison with classical Tuned Mass Dampers. In this manuscript, nonlinear chains of oscillators coupled to linear systems under harmonic excitation are studied. The main goal is to understand the behavior of the whole system and find evidence of passive control abilities of such chains. First of all, a general analytical methodology is presented and applied to examples where single and multi-degree-of-freedom absorbers with cubic nonlinearities are linked to a linear oscillator. A modification of this approach by considering the chain in the form of a continuous approximation is then proposed. Finally, an experimental device composed of a single storey reduced-scale building coupled to a chain of eight nonlinear oscillators is investigated.