Wire mesh vibration dampers have been the subject of some very encouraging experiments at the Texas A&M Turbomachinery laboratories for the past several years and have emerged as an excellent replacement for squeeze film dampers. Their capability to provide damping for a wide range of temperatures (even cryogenic), fluid free operation and ability to perform even when soaked with lubricants makes them a suitable option as a bearing damper. Experiments were conducted to investigate the effect of design parameters like axial thickness and axial compression that influence the characteristics of wire mesh as a bearing damper. Two groups of wire mesh were tested to show that the stiffness and damping are directly proportional to the axial thickness, if all the other parameters are kept constant. Tests on four wire mesh donuts of different radial thickness showed that stiffness and damping vary inversely with radial thickness. Rigorous tests were also conducted to quantify the effects of axial compression, radial interference and displacement amplitude on stiffness and damping of the wire mesh. Another novel kind of mesh damper tested was comprised of two small segments instead of a whole donut. The results showed that wire mesh exhibited good damping characteristics even when used in small segments. Empirical expressions were developed using MathCADTM worksheets, and an existing ExcelTM design worksheet was modified to include these factors. The effect of frequency variation was also included to give a comprehensive design tool for wire mesh. A new design worksheet was developed that can predict rotordynamic coefficients for a wire mesh bearing damper having a different size as well as different installation and operational conditions.

Dans le cadre du Projet National SOLCYP, le présent travail avait pour but d'étudier la réponse des pieux sous chargements axiaux pour les phases avant, pendant et après cycles. Pour atteindre cet objectif, une étude expérimentale étendue a donc été réalisée par le moyen de deux compagnes d'essais de chargements cycliques sur différents types de pieux instrumentées (battus, forés, vissés) dans deux sites expérimentaux : le site de Merville dans l'argile surconsolidée des Flandres et le site de Loon-Plage près de Dunkerque dans les sables denses des Flandres. Les essais cycliques comportaient des essais en compression, en traction et alternés avec des séries de cycles à forte amplitude conduisant à la rupture cyclique et des séries d'amplitude modérée à très grands nombres de cycles (N>5 000 cycles).L'interprétation de ces essais a englobé, d'une part, une analyse globale du comportement des pieux sous chargements cycliques notamment (i) la réduction de la capacité du pieu; (ii) le nombre de cycles que le pieu peut support avant la rupture (iii) l'évolution du déplacement en tête des pieux (rigidité cyclique). D'autre part, elle a intégré une étude locale en particulier sur la dégradation du frottement latéral et l'évolution de la résistance de pointe du pieu. Cette thèse, basée sur l'étude expérimentale, a permis la formulation des conclusions pratiques sur le comportement des pieux sous chargements cycliques axiaux et a proposé des perspectives pour bien cerner cette problématique

Concrete masonry is a multi-component structural system. In the case of reinforced concrete masonry, the system includes the concrete units, the mortar, the reinforcing steel and the grout fill. Placing vertical steel reinforcing bars in the cores of the concrete units enhances the flexural strength of the wall. The vertical steel, when subjected to compression at moderate strain levels, must be confined to improve its resistance to buckling and to improve the effectiveness of the grout around the reinforcing bar. Based on the well established behaviour of reinforced concrete systems, it seems reasonable to presume that the primary means of enhancing ductility is to provide lateral confining steel at closely-spaced intervals to effectively increase the ultimate compressive strain in the grout. It may be assumed that transverse reinforcement in concrete masonry provides lateral confinement to the core so that the axial compressive strength of the grout is enhanced and the ductility improved. <p>The focus of this study was to investigate the effect of vertical reinforcement and lateral confinement on the axial capacity of short partially grouted concrete masonry walls built in running bond. In order to better understand the structural behaviour of both confined and unconfined concrete masonry, it is important to have some knowledge of the load-displacement behaviour, stress-strain behaviour and failure modes of the masonry walls with different configurations of vertical and lateral reinforcement. <p>An experimental study was performed to investigate the behaviour of partially grouted concrete masonry block walls under axial loading. Three types of test specimens of partially grouted concrete block masonry walls were tested: <p>(1) specimens with a grouted core only; <p>(2) specimens with a grouted core and vertical reinforcement (i.e. no confinement); and <p>(3) specimens with a grouted core, vertical reinforcement and spiral confinement in the grouted cores. In total, thirty short wall specimens were tested to failure. <p>The structural behaviour of vertically reinforced, laterally confined walls was compared to vertically reinforced, unconfined walls, as well as to unreinforced, unconfined masonry walls. The test results indicated that vertical reinforcement of the grouted core did not have a significant positive effect on the failure modes and strength of the short masonry walls. Due to problems with adequate compaction, the lateral confinement provided by the spiral reinforcement had a slightly negative effect on the compressive strength of concrete masonry walls built in running bond. Vertical reinforcement and lateral confinement of the grouted core had some positive effect on the ductility. From a comparison of the ductility for all three types of specimens it was found that both the vertical reinforcement and lateral confinement of the core had a beneficial influence on the post-peak ductility. <p>In general, similar crack patterns and failure modes were observed in all three types of specimens. Vertical cracks that progressed through the end faces of the concrete blocks and mortar joints, suggesting that the lateral expansion of the grouted core contributed to tensile splitting stresses in walls. All walls failed in a compression-tension stress state, which featured spalling away of the block shells and vertical tensile splitting on the end faces.

Background: There is an unacceptable delay in diagnosis of axial Spondyloarthritis (axSpA) especially in its early stages among patients with inflammatory bowel disease (IBD). Objective: to develop a sensible and reliable questionnaire to identify undetected axSpA among IBD patients. Methods: Candidate items for the questionnaire were selected on 3 domains (IBD, inflammatory back symptoms, and extra-axial features). Sensibility of the Toronto axSpA Questionnaire (TASQ) was assessed leading to drafting 18 items. Test-retest reliability study was conducted among 77 patients with established IBD and axSpA and kappa agreement coefficients were calculated for items. Results: The TASQ was developed using multiple steps of sensibility assessment resulting in 16 items. Kappa coefficients ranged from 0.81 to 1.00 for all items indicating almost perfect agreement. Conclusion: TASQ is a newly developed, sensible and reliable questionnaire that should facilitate identification and referral of IBD patients to rheumatologists and should avoid delay in diagnosis of axSpA.

Background: There is an unacceptable delay in diagnosis of axial Spondyloarthritis (axSpA) especially in its early stages among patients with inflammatory bowel disease (IBD). Objective: to develop a sensible and reliable questionnaire to identify undetected axSpA among IBD patients. Methods: Candidate items for the questionnaire were selected on 3 domains (IBD, inflammatory back symptoms, and extra-axial features). Sensibility of the Toronto axSpA Questionnaire (TASQ) was assessed leading to drafting 18 items. Test-retest reliability study was conducted among 77 patients with established IBD and axSpA and kappa agreement coefficients were calculated for items. Results: The TASQ was developed using multiple steps of sensibility assessment resulting in 16 items. Kappa coefficients ranged from 0.81 to 1.00 for all items indicating almost perfect agreement. Conclusion: TASQ is a newly developed, sensible and reliable questionnaire that should facilitate identification and referral of IBD patients to rheumatologists and should avoid delay in diagnosis of axSpA.

Some pathogenic bacteria derive significant amounts of iron heme from their hosts. In this study we investigated SiaA, a heme binding protein from Streptococcus pyogenes. The wildtype methionine79 putative axial ligand was mutated to alanine. SiaA M79A was expressed in E. coli in three production runs, lysed by sonication or French press, and purified by fast protein liquid chromatography (FPLC). Nickel affinity FPLC was found to give much purer SiaA when 30 mM imidazole was added to the binding buffer. The protocol using extensive sonication resulted in SiaA weighing 30464 Da. The protocol using French press resulted in SiaA weighting 33358 Da. Despite the difference in masses, the two forms of SiaA interacted with heme similarly.

<p>Condition Monitoring is an area that has seen substantial growth in the last few decades. The purpose for implementing condition monitoring in industry is to increase productivity, decrease maintenance costs and increase safety. Therefore, condition monitoring can be used not only for planning maintenance but also for allowing the selection of the most efficient equipment to minimize operating costs. </p><p>Hydraulic systems are widely used in industry, aerospace and agriculture and are becoming more complex in construction and in function. Reliability of the systems must be supported by an efficient maintenance scheme. Due to component wear or failure, some system parameters may change causing abnormal behaviour in each component or in the overall circuit. Research in this area has been substantial, and includes specialized studies on artificial fault simulation at the University of Saskatchewan. In this research, an axial pump was the focus of the study. In an axial piston pump, wear between the various faces of components can occur in many parts of the unit. As a consequence, leakage can occur in locations such as between the valve plate and barrel, the drive shaft and oil wiper, the control piston and piston guide, and the swash plate and slippers. In this study, wear (and hence leakage) between the pistons and cylinder bores in the barrel was of interest. Researchers at the University of Saskatchewan, as well as at other research institutions, have been involved in studies to detect wear in pumps using a variety of condition monitoring algorithms. However, to verify the reliability and indeed, limitations of some of the approaches, it is necessary to test the algorithms on systems with real leakage. To introduce actual wear in the piston of pumps can be very difficult and very expensive. Hence, introducing piston wear in an artificial manner would be of great benefit in the evaluation of various condition monitoring techniques.</p><p>Since leakage is a direct consequence of piston wear, it is logical to conclude that varying the leakage in some prescribed manner can be used to artificially simulate wear. A prime concern, therefore, is to be able to precisely understand the dynamic relationships between the wear and leakage and the effect it has on the output flow or pressure waveform from the pump.</p><p>Introducing an artificial leakage to simulate the wear of pistons is a complex task. The creation of an artificial leakage path was not simply a process of providing a resistive short to the tank at the outlet of the pump port as was done in other studies. The objective was to create a leakage environment that would simulate leakage from a single piston (or combination of several pistons thereof). The complexity of the flow and pressure ripple waveforms (which various condition monitoring algorithms did require) was such that a more comprehensive leakage behaviour had to be modeled and experimentally created. A pressure control servo valve with a very high frequency response was employed to divert the flow from the pump outlet with a prescribed waveform directly to the tank to simulate the piston leakage from the high pressure discharge chamber to the pump case drain chamber as the simulated worn piston made contact with the high pressure chamber. The control algorithm could mimic the action of a single worn piston at various degrees of wear. The experimental results indicated that the experimental system could successfully introduce artificial leakage into the pump which was quite consistent with a unit with a real worn piston. Comparisons of the pressure ripples from an actual faulty pump (worn piston) and the artificial faulty pump (artificial leakage) are presented.</p>

This work is concerned with the Almost Axisymmetric Flows with Forcing Terms which are derived from the inviscid Boussinesq equations. It is our hope that these flows will be useful in Meteorology to describe tropical cyclones. We show that these flows give rise to a collection of Monge-Ampere equations for which we prove an existence and uniqueness result. What makes these equations unusual is the boundary conditions they are expected to satisfy and the fact that the boundary is part of the unknown. Our study allows us to make inferences in a toy Almost Axisymmetric Flows with a forcing term model.

Dans le cadre du Projet National SOLCYP, le présent travail avait pour but d'étudier la réponse des pieux sous chargements axiaux pour les phases avant, pendant et après cycles. Pour atteindre cet objectif, une étude expérimentale étendue a donc été réalisée par le moyen de deux compagnes d'essais de chargements cycliques sur différents types de pieux instrumentées (battus, forés, vissés) dans deux sites expérimentaux : le site de Merville dans l'argile surconsolidée des Flandres et le site de Loon-Plage près de Dunkerque dans les sables denses des Flandres. Les essais cycliques comportaient des essais en compression, en traction et alternés avec des séries de cycles à forte amplitude conduisant à la rupture cyclique et des séries d'amplitude modérée à très grands nombres de cycles (N>5 000 cycles).L'interprétation de ces essais a englobé, d'une part, une analyse globale du comportement des pieux sous chargements cycliques notamment (i) la réduction de la capacité du pieu; (ii) le nombre de cycles que le pieu peut support avant la rupture (iii) l'évolution du déplacement en tête des pieux (rigidité cyclique). D'autre part, elle a intégré une étude locale en particulier sur la dégradation du frottement latéral et l'évolution de la résistance de pointe du pieu. Cette thèse, basée sur l'étude expérimentale, a permis la formulation des conclusions pratiques sur le comportement des pieux sous chargements cycliques axiaux et a proposé des perspectives pour bien cerner cette problématique

En la tesis, se estudian máquinas eléctricas de flujo axial con rotor conductor sin elementos ferromagnéticos. Se pretende construir un motor de flujo axial, que se alimente con densidades de corriente elevadas para arrastrar un rotor conductor en forma de disco de 30 cm de diámetro. Se estudia el comportamiento térmico de un motor comercial de flujo axial y se comprueba el aumento de potencia que es capaz de suministrar el motor, siempre que se puedan disipar las pérdidas por efecto joule y se eviten daños en los bobinados.Se realiza un trabajo de desarrollo de materiales composites a base de polvo de hierro para evitar las pérdidas en el núcleo de hierro. También se determinan los límites de la densidad de corriente alcanzable al refrigerar directamente por agua.Paralelamente se ensaya un motor comercial trifásico de flujo axial de cuatro pares de polos con rotor de aluminio, para estudiar las conexiones más favorables entre fases que provoquen el mejor desplazamiento del rotor.Se construye un primer prototipo, de cuatro pares de polos, formado por dos semiestátores de doce espiras cada uno (una espira por polo y fase). Se prueba con y sin núcleo ferromagnético. Los conductores son tubo de cobre hueco con una sección importante. Esta segunda parte de la tesis, consiste en la construcción de una serie de prototipos que consiguen la inyección eficaz de fuertes densidades de corriente en el estátor metálico. Se escoge un sistema que trabaja como transformador de intensidad. A partir de un núcleo de transformador y con una relación de transformación adecuada, se generan las corrientes adecuadas para hacer girar el rotor. Son los llamados inductores primarios (alimentación de red) y el inductor secundario (transformación a fuente de corriente, que interacciona directamente con el rotor).Se escogen varias geometrías, máscaras y disposiciones para optimizar la eficacia de los planos activos. Los planos activos son caminos definidos por cortes sobre la pieza de cobre, de formasimilar a las pistas de los circuitos integrados. Se estudia la casuística a temperatura ambiente ya temperatura de nitrógeno líquido. Se construyen 6 prototipos que presentan diferentes estructuras, formas y planos activos entre sí. La finalidad de estos prototipos es la obtención de un campo magnético rotativo credo por las corrientes que circulan por los planos activos.En el tercero de estos prototipos se obtiene un mapa de campo magnético con sonda Hall a diferentes temperaturas (ambiente y temperatura de nitrógeno líquido) para verificar, o no, la obtención de desfases de forma similar a los obtenidos en algunas máquinas con las espiras de sombra. Los mapas de campo magnético permiten obtener el orden de magnitud de las intensidades que pasan por el inductor secundario. Se contrastan estos valores con otros obtenidos mediante espiras exploradoras y registros en osciloscopio.En los prototipos siguientes se realizan conexiones de dos núcleos inductores a la vez que trabajan en monofásico con un desfase de 90º eléctricos entre ellos. Se obtiene un resultado aceptable en el prototipo 7. / This work analyzes electric axial flux motors without ferromagnetic elements and a conductor rotor. We build different prototypes whit a magnetic axial flux and very high currents densities.After different experiments for perform the system, it build a first prototype whit height twelve poles and aluminium rotor. The conductor is a pipe of copper.Then it build the prototypes, whit one only inductor or two inductors, that work in monofasic and with higher currents densities, like a intensity transformer. The rotor has a conductor disc. They are defined the "primary inductors" and "secondary inductor". The secondary inductor is the "active plain". The active plain is a conductor when they are defined different ways for theinduced current by de primary inductor. The purpose of these actives plains is to obtain a rotatory magnetic field.We perform the behaviour at ambient and liquid nitrogen temperature. It obtains the magnetic map in these temperatures and permits to have information about the magnitude of the currents induced in the prototypes. In a prototype with two inductors we have acceptable results.