Thesis (Ph. D.)--University of Hong Kong, 1997. / Includes bibliographical references (leaf [214]-244).

Thesis (Ph. D.)--University of Texas at Austin, 2005. / Supervisor: Harry L. Swinney. Vita. Includes bibliographical references.

Thesis (M.S.E.)--University of Delaware, 2008. / Principal faculty advisor: James T. Kirby, Dept. of Civil & Environmental Engineering. Includes bibliographical references.

Thesis (M.S.)--Oregon State University, 2008. / Printout. Includes bibliographical references (leaves 145-148). Also available on the World Wide Web.

With many decades of research devoted to the intriguing nature of vortex-induced vibrations, the offshore industry is constantly looking for new effective solutions in predicting VIV of slender marine structures such as riser pipes. These structures are very sensitive to excitations induced by vortex shedding, which results in vibrations that in certain combinations of waves and current develop into a structural resonance phenomenon known as lock-in. This kind of vibrations can be destructive to some structures and lead to collapse. Many of VIV aspects are far from being understood and advanced modelling is required to investigate the impact of the phenomenon, which significantly affects the service life of marine structures. The main objective of this research is to contribute to the family of semi-empirical models used for prediction of vortex-induced vibrations, with emphasis on low mass ratio elastically supported cylinders capable of moving in cross-flow and in-line directions. In this work a new two degree-of-freedom wake oscillator model has been developed, where vortex-induced lift and drag forces were modelled with two nonlinear self-excited oscillators of van der Pol type. Phenomena exclusive for two degreeof- freedom motion at low mass ratios were examined in detail. Computational fuid dynamics was applied to the problem in order to tune the model parameters. Twodimensional flow past an elastically supported cylinder was considered, and CFD simulation results were used to calibrate the wake oscillator model predictions of the complex fluid-structure interaction.

Thesis (Ph.D.)--Memorial University of Newfoundland, 2005. / Bibliography: leaves 113-118.

Une caractéristique remarquable de la convection de Rayleigh-Bénard qui concerne une couche de fluide horizontale chauffée par le bas et refroidie par le haut, est l’établissement spontané de l’ordre spatial et la formation d’une circulation cohérente à grande échelle. Comment les différents facteurs, tels que la géométrie du domaine et les conditions limites, influencent l’écoulement à grande échelle, restent une question ouverte. Malgré sa simplicité apparente, la convection de Rayleigh-Bénard présente une dynamique à grande échelle incroyablement riche et complexe, tels que des modes de torsion et du battement, la rotation du plan et des cessations de la circulation, qui coexistent souvent et se concourent. Une approche couramment utilisée dans l’étude des cessations, consiste à contraindre la circulation à grande échelle à un plan en limitant le domaine fluide à une cellule carrée (2D) ou à une cellule rectangulaire mince (quasi-2D). Cependant, il n’est pas tout à fait clair si les retournements 2-D et (quasi-)2-D correspondent au même phénomène. Le présent document est consacré à l’étude des modes d’écoulement à grande échelle dans la convection turbulente de Rayleigh-Bénard et de l’influence exercée par différents facteurs sur les structures d’écoulement et sur leur évolution temporelle. La caractérisation proposée combine une analyse statistique avec une approche physique s’appuyant sur le moment angulaire ainsi que sur les énergies cinétiques et potentielles pour mettre en évidence les mécanismes physiques sous-jacents. Nous essayons ensuite de relier ces mécanismes à chacun des modes d’écoulement distinctifs observés et à leur évolution. / One outstanding feature of the Rayleigh-Bénard problem which concerns a horizontal fluid layer heated from below and cooled from above, is the spontaneous establishment of spatial ordering and the formation of a coherent large-scale circulation. How different factors, such as the domain geometry and boundary conditions, influence the sizes and shapes of the large-scale flow remains an open question. Despite its apparent simplicity, Rayleigh-Bénard convection exhibits some incredibly rich and complex large-scale dynamics such as torsional modes, rotation, sloshing, and cessations, which often coexist and compete to each other. One approach, commonly used in the study of cessations is to constrain the large scale circulation to a plane by restricting the fluid domain to a (2-D) square cell or to a slim rectangular cell of small aspect ratio in the transversal direction. However, it is not entirely clear whether the 2-D and (quasi-)2-D reversals correspond to the same phenomenon. The present document is dedicated to the study of the large-scale flow patterns in turbulent Rayleigh-Bénard convection, and of the influence exerted by different factors on the flow structures and on their temporal evolution. The proposed characterization combines a statistical analysis with a physical approach relying on the angular momentum as well as the kinetic and potential energies to highlight the underlying physical mechanisms. We subsequently attempt to tie these mechanisms together to each of the distinctive flow patterns observed and to their evolution.

One of the objectives of the master´s thesis is to summarize types of most used check valves and their constructions. These check valves have specific static and dynamic properties. One of dynamic properties is vibration of closing member of lift check valve. Due to these vibrations, the added effects of fluid may result. This thesis deals with explanation and computation of these added effects.