Air-coupled ultrasonic tomographic imaging of concrete elements

Ultrasonic tomography is a powerful tool for identifying defects within an object or structure. This method can be applied on structures where x-ray tomography is impractical due to size, low contrast, or safety concerns. By taking many ultrasonic pulse velocity (UPV) readings through the object, an image of the internal velocity variations can be constructed. Air-coupled UPV can allow for more automated and rapid collection of data for tomography of concrete. This research aims to integrate recent developments in air-coupled ultrasonic measurements with advanced tomography technology and apply them to concrete structures. First, non-contact and semi-contact sensor systems are developed for making rapid and accurate UPV measurements through PVC and concrete test samples. A customized tomographic reconstruction program is developed to provide full control over the imaging process including full and reduced spectrum tomographs with percent error and ray density calculations. Finite element models are also used to determine optimal measurement configurations and analysis procedures for efficient data collection and processing. Non-contact UPV is then implemented to image various inclusions within 6 inch (152 mm) PVC and concrete cylinders. Although there is some difficulty in identifying high velocity inclusions, reconstruction error values were in the range of 1.1-1.7% for PVC and 3.6% for concrete. Based upon the success of those tests, further data are collected using non-contact, semi-contact, and full contact measurements to image 12 inch (305 mm) square concrete cross-sections with 1 inch (25 mm) reinforcing bars and 2 inch (51 mm) square embedded damage regions. Due to higher noise levels in collected signals, tomographs of these larger specimens show reconstruction error values in the range of 10-18%. Finally, issues related to the application of these techniques to full-scale concrete structures are discussed.

Soft computing based parameter identification in pavements and geomechanical systems

Accurate estimation of road pavement geometry and layer material properties through the use of proper nondestructive testing and sensor technologies is essential for evaluating pavement’s structural condition and determining options for maintenance and rehabilitation. For these purposes, pavement deflection basins produced by the nondestructive Falling Weight Deflectometer (FWD) test data are commonly used. The nondestructive FWD test drops weights on the pavement to simulate traffic loads and measures the created pavement deflection basins. Backcalculation of pavement geometry and layer properties using FWD deflections is a difficult inverse problem, and the solution with conventional mathematical methods is often challenging due to the ill-posed nature of the problem. In this dissertation, a hybrid algorithm was developed to seek robust and fast solutions to this inverse problem. The algorithm is based on soft computing techniques, mainly Artificial Neural Networks (ANNs) and Genetic Algorithms (GAs) as well as the use of numerical analysis techniques to properly simulate the geomechanical system. A widely used pavement layered analysis program ILLI-PAVE was employed in the analyses of flexible pavements of various pavement types; including full-depth asphalt and conventional flexible pavements, were built on either lime stabilized soils or untreated subgrade. Nonlinear properties of the subgrade soil and the base course aggregate as transportation geomaterials were also considered. A computer program, Soft Computing Based System Identifier or SOFTSYS, was developed. In SOFTSYS, ANNs were used as surrogate models to provide faster solutions of the nonlinear finite element program ILLI-PAVE. The deflections obtained from FWD tests in the field were matched with the predictions obtained from the numerical simulations to develop SOFTSYS models. The solution to the inverse problem for multi-layered pavements is computationally hard to achieve and is often not feasible due to field variability and quality of the collected data. The primary difficulty in the analysis arises from the substantial increase in the degree of non-uniqueness of the mapping from the pavement layer parameters to the FWD deflections. The insensitivity of some layer properties lowered SOFTSYS model performances. Still, SOFTSYS models were shown to work effectively with the synthetic data obtained from ILLI-PAVE finite element solutions. In general, SOFTSYS solutions very closely matched the ILLI-PAVE mechanistic pavement analysis results. For SOFTSYS validation, field collected FWD data were successfully used to predict pavement layer thicknesses and layer moduli of in-service flexible pavements. Some of the very promising SOFTSYS results indicated average absolute errors on the order of 2%, 7%, and 4% for the Hot Mix Asphalt (HMA) thickness estimation of full-depth asphalt pavements, full-depth pavements on lime stabilized soils and conventional flexible pavements, respectively. The field validations of SOFTSYS data also produced meaningful results. The thickness data obtained from Ground Penetrating Radar testing matched reasonably well with predictions from SOFTSYS models. The differences observed in the HMA and lime stabilized soil layer thicknesses observed were attributed to deflection data variability from FWD tests. The backcalculated asphalt concrete layer thickness results matched better in the case of full-depth asphalt flexible pavements built on lime stabilized soils compared to conventional flexible pavements. Overall, SOFTSYS was capable of producing reliable thickness estimates despite the variability of field constructed asphalt layer thicknesses.

High temperature and vapor pressure deficit aggravate architectural effects but ameliorate non-architectural effects of salinity on dry mass production of tomato

Tomato (Solanum lycopersicum L.) is an important vegetable crop and often cultivated in regions exposed to salinity and high temperatures (HT) which change plant architecture, decrease canopy light interception and disturb physiological functions. However, the long-term effects of salinity and HT combination (S+HT) on plant growth are still unclear. A dynamic functional-structural plant model (FSPM) of tomato was parameterized and evaluated for different levels of S+HT combinations. The evaluated model was used to quantify the contributions of morphological changes (architectural effects) and physiological disturbances (non-architectural effects) on the reduction of shoot dry mass under S+HT. The model predicted architectural variables with high accuracy (>85%), which ensured the reliability of the model analyses. HT enhanced architectural effects but reduced non-architectural effects of salinity on dry mass production. The stronger architectural effects of salinity under HT could not be counterbalanced by the smaller non-architectural effects. Therefore, long-term influences of HT on shoot dry mass under salinity were negative at the whole plant level. Our model analysis highlights the importance of plant architecture at canopy level in studying the plant responses to the environments and shows the merits of dynamic FSPMs as heuristic tools.

Glutathione Transferases as Detoxification Agents: Structural and Functional Studies

Glutathione transferases (GSTs) are a diverse family of enzymes that catalyze the glutathione-dependent detoxification of toxic compounds. GSTs are responsible for the conjugation of the tripeptide glutathione (GSH) to a wide range of electrophilic substrates. These include industrial pollutants, drugs, genotoxic carcinogen metabolites, antibiotics, insecticides and herbicides. In light of applications in biomedicine and biotechnology as cellular detoxification agents, detailed structural and functional studies of GSTs are required. Plant tau class GSTs play crucial catalytic and non-catalytic roles in cellular xenobiotic detoxification process in agronomically important crops. The abundant existence of GSTs in Glycine max and their ability to provide resistance to abiotic and biotic stresses such as herbicide tolerance is of great interest in agriculture because they provide effective and suitable tools for selective weed control. Structural and catalytic studies on tau class GST isoenzymes from Glycine max (GmGSTU10-10, GmGSTU chimeric clone 14 (Sh14), and GmGSTU2-2) were performed. Crystal structures of GmGSTU10-10 in complex with glutathione sulfenic acid (GSOH) and Sh14 in complex with S-(p-nitrobenzyl)-glutathione (Nb-GSH) were determined by molecular replacement at 1.6 Å and 1.75 Å, respectively. Major structural variations that affect substrate recognition and catalytic mechanism were revealed in the upper part of helix H4 and helix H9 of GmGSTU10-10. Structural analysis of Sh14 showed that the Trp114Cys point mutation is responsible for the enhanced catalytic activity of the enzyme. Furthermore, two salt bridges that trigger an allosteric effect between the H-sites were identified at the dimer interface between Glu66 and Lys104. The 3D structure of GmGSTU2-2 was predicted using homology modeling. Structural and phylogenetic analysis suggested GmGSTU2-2 shares residues that are crucial for the catalytic activity of other tau class GSTs–Phe10, Trp11, Ser13, Arg20, Tyr30, Leu37, Lys40, Lys53, Ile54, Glu66 and Ser67. This indicates that the catalytic and ligand binding site in GmGSTU2-2 are well-conserved. Nevertheless, at the ligandin binding site a significant variation was observed. Tyr32 is replaced by Ser32 in GmGSTU2-2 and thismay affect the ligand recognition and binding properties of GmGSTU2-2. Moreover, docking studies revealed important amino acid residues in the hydrophobic binding site that can affect the substrate specificity of the enzyme. Phe10, Pro12, Phe15, Leu37, Phe107, Trp114, Trp163, Phe208, Ile212, and Phe216 could form the hydrophobic ligand binding site and bind fluorodifen. Additionally, side chains of Arg111 and Lys215 could stabilize the binding through hydrogen bonds with the –NO2 groups of fluorodifen. GST gene family from the pathogenic soil bacterium Agrobacterium tumefaciens C58 was characterized and eight GST-like proteins in A. tumefaciens (AtuGSTs) were identified. Phylogenetic analysis revealed that four members of AtuGSTs belong to a previously recognized bacterial beta GST class and one member to theta class. Nevertheless, three AtuGSTs do not belong to any previously known GST classes. The 3D structures of AtuGSTs were predicted using homology modeling. Comparative structural and sequence analysis of the AtuGSTs showed local sequence and structural characteristics between different GST isoenzymes and classes. Interactions at the G-site are conserved, however, significant variations were seen at the active site and the H5b helix at the C-terminal domain. H5b contributes to the formation of the hydrophobic ligand binding site and is responsible for recognition of the electrophilic moiety of the xenobiotic. It is noted that the position of H5b varies among models, thus providing different specificities. Moreover, AtuGSTs appear to form functional dimers through diverse modes. AtuGST1, AtuGST3, AtuGST4 and AtuGST8 use hydrophobic ‘lock–and–key’-like motifs whereas the dimer interface of AtuGST2, AtuGST5, AtuGST6 and AtuGST7 is dominated by polar interactions. These results suggested that AtuGSTs could be involved in a broad range of biological functions including stress tolerance and detoxification of toxic compounds.

Cork structural characteristics and their influence on the oxygen ingress through wine stoppers

Doutoramento em Engenharia Florestal e dos Recursos Naturais - Instituto Superior de Agronomia - UL

Structural features of the epididymal region of the domestic duck (Anas plathyrynchos)

A região epididimária do pato doméstico era composta pelos ductúlos eferentes, os quais hitotopologicamente foram caracterizados como dúctulos eferentes proximal e distal e, sequencialmente, pelo ducto epididimal. O epitélio dos dúctulos eferentes era pseudo-estratificado, formado por células colunares. O epitélio dos ductos epididimários mostrou-se também pseudo-estratificado, mas não ciliado. de acordo com as análises histomorfométricas, a média da altura epitelial foi significativamente maior nos dútulos esferentes distais, diferindo das baixas médias de altura epitelial observadas nos dúctulos eferentes proximais e ducto epididimal. A média dos diâmetros máximos e mínimos foi significativamente maior nos dúctulos eferentes proximais, comparativamente as médias dos mesmos diâmetros dos outros dúctulos.

Le rôle des parents croyants non pratiquants dans l'initiation à la vie chrétienne des enfants de 8 à 12 ans : en complémentarité avec celui des intervenants en paroisse.

Cette-recherche-action émerge d’une problématique élaborée à partir de l’observation des pratiques catéchétiques à la paroisse Saint-Joachim dans le diocèse de Montréal. L’essentiel du projet se situe en théologie pratique, menée dans le cadre de la praxéologie pastorale. Un premier chapitre situe l’historique de la catéchèse en paroisse. Le deuxième déploie l’observation de la pratique à partir des pôles structurels et des fonctions d’élaboration, mais aussi par la mise à contribution des parents qui ont accepté de répondre à un questionnaire. Le troisième pose la problématique de la mise à l’écart des parents dans l’éducation à la foi et est suivi d’une interprétation sur un changement de posture et un appel à la coéducation dans la foi tout en prenant compte des évolutions des familles à l’égard du religieux. Cela est fait à partir de référents théologiques principalement, enrichis de référents dans les domaines de l’éducation et des sciences sociales. Des pistes à envisager avec les parents et avec les catéchètes sont ensuite formulées, avec un accent mis sur la pratique du dialogue pastoral et la notion d’accompagnement, et également en faisant le lien avec les différentes dimensions de la vie chrétienne. Le dernier chapitre veut offrir une prospective dans la transmission de la foi en révélant le rôle missionnaire de la catéchèse qui s’accorde avec la nouvelle évangélisation et la pastorale des familles.

Experimentally and coupled CFD/CSD assisted structural and aeroelastic modelling of the Javelin UAV outboard wing section

This study presents the procedure followed to make a prediction of the critical flutter speed for a composite UAV wing. At the beginning of the study, there was no information available on the materials used for the construction of the wing, and the wing internal structure was unknown. Ground vibration tests were performed in order to detect the structure’s natural frequencies and mode shapes. From tests, it was found that the wing possesses a high stiffness, presenting well separated first bending and torsional natural frequencies. Two finite element models were developed and matched to experimental results. It has been necessary to introduce some assumptions, due to the uncertainties regarding the structure. The matching process was based on natural frequencies’ sensitivity with respect to a change in the mechanical properties of the materials. Once experimental results were met, average material properties were also found. Aerodynamic coefficients for the wing were obtained by means of a CFD software. The same analysis was also conducted when the wing is deformed in its first four mode shapes. A first approximation for flutter critical speed was made with the classical V - g technique. Finally, wing’s aeroelastic behavior was simulated using a coupled CFD/CSD method, obtaining a more accurate flutter prediction. The CSD solver is based on the time integration of modal dynamic equations, requiring the extraction of mode shapes from the previously performed finite-element analysis. Results show that flutter onset is not a risk for the UAV, occurring at velocities well beyond its operative range.

A Model for Continuous Measurement of Drilled Shaft Diameter During Construction

Non-Destructive Testing (NDT) of deep foundations has become an integral part of the industry’s standard manufacturing processes. It is not unusual for the evaluation of the integrity of the concrete to include the measurement of ultrasonic wave speeds. Numerous methods have been proposed that use the propagation speed of ultrasonic waves to check the integrity of concrete for drilled shaft foundations. All such methods evaluate the integrity of the concrete inside the cage and between the access tubes. The integrity of the concrete outside the cage remains to be considered to determine the location of the border between the concrete and the soil in order to obtain the diameter of the drilled shaft. It is also economic to devise a methodology to obtain the diameter of the drilled shaft using the Cross-Hole Sonic Logging system (CSL). Performing such a methodology using the CSL and following the CSL tests is performed and used to check the integrity of the inside concrete, thus allowing the determination of the drilled shaft diameter without having to set up another NDT device. This proposed new method is based on the installation of galvanized tubes outside the shaft across from each inside tube, and performing the CSL test between the inside and outside tubes. From the performed experimental work a model is developed to evaluate the relationship between the thickness of concrete and the ultrasonic wave properties using signal processing. The experimental results show that there is a direct correlation between concrete thicknesses outside the cage and maximum amplitude of the received signal obtained from frequency domain data. This study demonstrates how this new method to measuring the diameter of drilled shafts during construction using a NDT method overcomes the limitations of currently-used methods. In the other part of study, a new method is proposed to visualize and quantify the extent and location of the defects. It is based on a color change in the frequency amplitude of the signal recorded by the receiver probe in the location of defects and it is called Frequency Tomography Analysis (FTA). Time-domain data is transferred to frequency-domain data of the signals propagated between tubes using Fast Fourier Transform (FFT). Then, distribution of the FTA will be evaluated. This method is employed after CSL has determined the high probability of an anomaly in a given area and is applied to improve location accuracy and to further characterize the feature. The technique has a very good resolution and clarifies the exact depth location of any void or defect through the length of the drilled shaft for the voids inside the cage. The last part of study also evaluates the effect of voids inside and outside the reinforcement cage and corrosion in the longitudinal bars on the strength and axial load capacity of drilled shafts. The objective is to quantify the extent of loss in axial strength and stiffness of drilled shafts due to presence of different types of symmetric voids and corrosion throughout their lengths.

Use of Fiber Reinforced Polymer Composite Cable for Post-tensioning Application

Corrosion of steel tendons is a major problem for post-tensioned concrete, especially because corrosion of the steel strands is often hard to detect inside grouted ducts. Non-metallic tendons can serve as an alternative material to steel for post-tensioning applications. Carbon fiber reinforced polymer (CFRP), given its higher strength and elastic modulus, as well as excellent durability and fatigue strength, is the most practical option for post-tensioning applications. The primary objective of this research project was to assess the feasibility of the use of innovative carbon fiber reinforced polymer (CFRP) tendons and to develop guidelines for CFRP in post-tensioned bridge applications, including segmental bridges and pier caps. An experimental investigation and a numerical simulation were conducted to compare the performance of a scaled segmental bridge model, post-tensioned with two types of carbon fiber strands and steel strands. The model was tested at different prestress levels and at different loading configurations. While the study confirms feasibility of both types of carbon fiber strands for segmental bridge applications, and their similar serviceability behavior, strands with higher elastic modulus could improve structural performance and minimize displacements beyond service loads. As the second component of the project, a side-by-side comparison of two types of carbon fiber strands against steel strands was conducted in a scaled pier cap model. Two different strand arrangements were used for post-tensioning, with eight and six strands, respectively representing an over-design and a slight under-design relative to the factored demand. The model was tested under service and factored loads. The investigation confirmed the feasibility of using carbon fiber strands in unbonded post-tensioning of pier caps. Considering both serviceability and overload conditions, the general performance of the pier cap model was deemed acceptable using either type of carbon fiber strands and quite comparable to that of steel strands. In another component of this research, creep stress tests were conducted with carbon fiber composite cable (CFCC). The anchorages for all the specimens were prepared using a commercially available expansive grout. Specimens withstood 95% of the guaranteed capacity provided by the manufacturer for a period of five months, without any sign of rupture.

The Performance and Service Life Prediction of High Performance Concrete in Sulfate and Acidic Environments

Concrete substructures are often subjected to environmental deterioration, such as sulfate and acid attack, which leads to severe damage and causes structure degradation or even failure. In order to improve the durability of concrete, the High Performance Concrete (HPC) has become widely used by partially replacing cement with pozzolanic materials. However, HPC degradation mechanisms in sulfate and acidic environments are not completely understood. It is therefore important to evaluate the performance of the HPC in such conditions and predict concrete service life by establishing degradation models. This study began with a review of available environmental data in the State of Florida. A total of seven bridges have been inspected. Concrete cores were taken from these bridge piles and were subjected for microstructural analysis using Scanning Electron Microscope (SEM). Ettringite is found to be the products of sulfate attack in sulfate and acidic condition. In order to quantitatively analyze concrete deterioration level, an image processing program is designed using Matlab to obtain quantitative data. Crack percentage (Acrack/Asurface) is used to evaluate concrete deterioration. Thereafter, correlation analysis was performed to find the correlation between five related variables and concrete deterioration. Environmental sulfate concentration and bridge age were found to be positively correlated, while environmental pH level was found to be negatively correlated. Besides environmental conditions, concrete property factor was also included in the equation. It was derived from laboratory testing data. Experimental tests were carried out implementing accelerated expansion test under controlled environment. Specimens of eight different mix designs were prepared. The effect of pozzolanic replacement rate was taken into consideration in the empirical equation. And the empirical equation was validated with existing bridges. Results show that the proposed equations compared well with field test results with a maximum deviation of ± 20%. Two examples showing how to use the proposed equations are provided to guide the practical implementation. In conclusion, the proposed approach of relating microcracks to deterioration is a better method than existing diffusion and sorption models since sulfate attack cause cracking in concrete. Imaging technique provided in this study can also be used to quantitatively analyze concrete samples.

Le rôle des parents croyants non pratiquants dans l'initiation à la vie chrétienne des enfants de 8 à 12 ans : en complémentarité avec celui des intervenants en paroisse

Cette-recherche-action émerge d’une problématique élaborée à partir de l’observation des pratiques catéchétiques à la paroisse Saint-Joachim dans le diocèse de Montréal. L’essentiel du projet se situe en théologie pratique, menée dans le cadre de la praxéologie pastorale. Un premier chapitre situe l’historique de la catéchèse en paroisse. Le deuxième déploie l’observation de la pratique à partir des pôles structurels et des fonctions d’élaboration, mais aussi par la mise à contribution des parents qui ont accepté de répondre à un questionnaire. Le troisième pose la problématique de la mise à l’écart des parents dans l’éducation à la foi et est suivi d’une interprétation sur un changement de posture et un appel à la coéducation dans la foi tout en prenant compte des évolutions des familles à l’égard du religieux. Cela est fait à partir de référents théologiques principalement, enrichis de référents dans les domaines de l’éducation et des sciences sociales. Des pistes à envisager avec les parents et avec les catéchètes sont ensuite formulées, avec un accent mis sur la pratique du dialogue pastoral et la notion d’accompagnement, et également en faisant le lien avec les différentes dimensions de la vie chrétienne. Le dernier chapitre veut offrir une prospective dans la transmission de la foi en révélant le rôle missionnaire de la catéchèse qui s’accorde avec la nouvelle évangélisation et la pastorale des familles.

Le principe québécois de l'impartageabilité de la réserve des coopératives non financières: discussion critique autour du maintien ou de la suppression

La réserve générale interdite de partage entre les membres est un avoir obligatoire, impartageable tout au long de l’existence de la coopérative et sujet à la «dévolution désintéressée en cas de liquidation ou de dissolution». Cette réserve fonctionne comme un levier de soutien au développement de la coopérative et du mouvement coopératif dans son ensemble. Le principe de l’impartageabilité de la réserve est l’interdiction faite à toutes les coopératives du Québec de partager la réserve générale entre tous les membres et l’interdiction de la diminuer, notamment par l’attribution d’une ristourne tout au long de l’existence de la coopérative. En effet, l’impartageabilité de la réserve se fonde sur l’idée que la coopérative n’a pas pour but l’accumulation des capitaux afin de les répartir entre les membres, mais il s’agit de la création d’un capital collectif qui bénéficie à tous les adhérents présents et futurs. Si le concept de l’impartageabilité de la réserve interdit donc le partage de la réserve tout au long de l’existence de la coopérative, cette même interdiction prend le nom de la dévolution désintéressée de l’actif net au moment de la disparition de la coopérative. Cette dévolution désintéressée signifie l’interdiction faite à toutes les coopératives non financières de partager le solde de l’actif lors de la disparition (dissolution ou liquidation) de la coopérative à l’exception des coopératives agricoles qui peuvent décider dans ce cas, de distribuer le solde de l’actif aux membres sans qu’on sache les raisons de cette exception. Par ailleurs, l’impartageabilité de la réserve est considérée comme un simple inconvénient juridique pour les membres et a connu quelques réécritures dans les législations sur les coopératives sans qu’on connaisse vraiment les raisons de ces modifications. L’objectif de notre thèse est d’engager une discussion critique autour du questionnement central suivant : au regard du cadre juridique actuel sur les coopératives, le principe de l’impartageabilité de la réserve doit être maintenu comme tel dans la Loi sur les coopératives, ou être tout simplement supprimé, comme dans la société par actions, où il est inexistant sans que cette suppression ne porte atteinte à la notion juridique de la coopérative? Plus précisément, quel est ce cadre juridique et quels sont les motifs qui peuvent plaider en faveur du maintien ou de la suppression du principe de l’impartageabilité de la réserve? Pour répondre à cette question, cette thèse se divise en deux parties. La première partie explore le cadre juridique des coopératives non financières au Québec en comparaison avec certains concepts juridiques issus d’autres législations. Elle étudie les fondements juridiques sous-jacents à l’impartageabilité de la réserve en droit québécois des coopératives non financières. La deuxième partie réalise une discussion critique autour de l’histoire du principe de l’impartageabilité de la réserve (ch. 3), des différents arguments juridiques disponibles (ch. 4) et d’hypothèses articulées autour des effets concrets disponibles (ch. 5). Elle explore ces dimensions au soutien du maintien ou non de l’impartageabilité de la réserve de la législation actuelle sur les coopératives non financières. Bien que la recherche effectuée conduise à une réponse nuancée, l'ensemble des résultats milite plutôt en faveur du maintien du principe de l'impartageabilité de la réserve. Au préalable, l’observation des fondements juridiques des concepts sous-jacents à l’impartageabilité de la réserve en droit québécois des coopératives non financières a permis de comprendre les concepts sous-jacents à ce principe avant de répondre à la question autour de son maintien ou de sa suppression de la législation actuelle sur les coopératives. La discussion réalisée a permis de souligner l’importance d’une réalité de base assez évidente : ce principe permet de préserver la réserve, utile au développement de la coopérative et du mouvement coopératif dans son ensemble. De plus, ce principe de l’impartageabilité de la réserve s’inscrit dans le cadre de la vocation sociale de la coopérative, qui n’a pas pour but la maximisation du profit pécuniaire. L’impartageabilité de la réserve s’inscrit également dans le cadre de la cohérence du droit québécois des coopératives avec la notion de coopérative telle que définie par le mouvement coopératif québécois et l’ACI tout en répondant aux finalités historiques d’équité entre les générations et de solidarité. Enfin, même si la discussion des arguments tirés des illustrations de données comptables et de quelques entretiens réalisés avec certains membres actifs du mouvement coopératif ne permet pas de mener à toute conclusion ferme, il ressort que l’impartageabilité de la réserve ne freinerait pas la tendance à la hausse des investissements et du chiffre d’affaires des coopératives non financières. Cette interdiction constituerait même un mécanisme d’autofinancement de la coopérative et un symbole de solidarité.

Hilbert Space Valued Signal Plus Noise Models: Analysis of Structural Breaks under High Dimensionality and Temporal Dependence

This thesis is concerned with change point analysis for time series, i.e. with detection of structural breaks in time-ordered, random data. This long-standing research field regained popularity over the last few years and is still undergoing, as statistical analysis in general, a transformation to high-dimensional problems. We focus on the fundamental »change in the mean« problem and provide extensions of the classical non-parametric Darling-Erdős-type cumulative sum (CUSUM) testing and estimation theory within highdimensional Hilbert space settings. In the first part we contribute to (long run) principal component based testing methods for Hilbert space valued time series under a rather broad (abrupt, epidemic, gradual, multiple) change setting and under dependence. For the dependence structure we consider either traditional m-dependence assumptions or more recently developed m-approximability conditions which cover, e.g., MA, AR and ARCH models. We derive Gumbel and Brownian bridge type approximations of the distribution of the test statistic under the null hypothesis of no change and consistency conditions under the alternative. A new formulation of the test statistic using projections on subspaces allows us to simplify the standard proof techniques and to weaken common assumptions on the covariance structure. Furthermore, we propose to adjust the principal components by an implicit estimation of a (possible) change direction. This approach adds flexibility to projection based methods, weakens typical technical conditions and provides better consistency properties under the alternative. In the second part we contribute to estimation methods for common changes in the means of panels of Hilbert space valued time series. We analyze weighted CUSUM estimates within a recently proposed »high-dimensional low sample size (HDLSS)« framework, where the sample size is fixed but the number of panels increases. We derive sharp conditions on »pointwise asymptotic accuracy« or »uniform asymptotic accuracy« of those estimates in terms of the weighting function. Particularly, we prove that a covariance-based correction of Darling-Erdős-type CUSUM estimates is required to guarantee uniform asymptotic accuracy under moderate dependence conditions within panels and that these conditions are fulfilled, e.g., by any MA(1) time series. As a counterexample we show that for AR(1) time series, close to the non-stationary case, the dependence is too strong and uniform asymptotic accuracy cannot be ensured. Finally, we conduct simulations to demonstrate that our results are practically applicable and that our methodological suggestions are advantageous.

Le principe québécois de l'impartageabilité de la réserve des coopératives non financières: discussion critique autour du maintien ou de la suppression

La réserve générale interdite de partage entre les membres est un avoir obligatoire, impartageable tout au long de l’existence de la coopérative et sujet à la «dévolution désintéressée en cas de liquidation ou de dissolution». Cette réserve fonctionne comme un levier de soutien au développement de la coopérative et du mouvement coopératif dans son ensemble. Le principe de l’impartageabilité de la réserve est l’interdiction faite à toutes les coopératives du Québec de partager la réserve générale entre tous les membres et l’interdiction de la diminuer, notamment par l’attribution d’une ristourne tout au long de l’existence de la coopérative. En effet, l’impartageabilité de la réserve se fonde sur l’idée que la coopérative n’a pas pour but l’accumulation des capitaux afin de les répartir entre les membres, mais il s’agit de la création d’un capital collectif qui bénéficie à tous les adhérents présents et futurs. Si le concept de l’impartageabilité de la réserve interdit donc le partage de la réserve tout au long de l’existence de la coopérative, cette même interdiction prend le nom de la dévolution désintéressée de l’actif net au moment de la disparition de la coopérative. Cette dévolution désintéressée signifie l’interdiction faite à toutes les coopératives non financières de partager le solde de l’actif lors de la disparition (dissolution ou liquidation) de la coopérative à l’exception des coopératives agricoles qui peuvent décider dans ce cas, de distribuer le solde de l’actif aux membres sans qu’on sache les raisons de cette exception. Par ailleurs, l’impartageabilité de la réserve est considérée comme un simple inconvénient juridique pour les membres et a connu quelques réécritures dans les législations sur les coopératives sans qu’on connaisse vraiment les raisons de ces modifications. L’objectif de notre thèse est d’engager une discussion critique autour du questionnement central suivant : au regard du cadre juridique actuel sur les coopératives, le principe de l’impartageabilité de la réserve doit être maintenu comme tel dans la Loi sur les coopératives, ou être tout simplement supprimé, comme dans la société par actions, où il est inexistant sans que cette suppression ne porte atteinte à la notion juridique de la coopérative? Plus précisément, quel est ce cadre juridique et quels sont les motifs qui peuvent plaider en faveur du maintien ou de la suppression du principe de l’impartageabilité de la réserve? Pour répondre à cette question, cette thèse se divise en deux parties. La première partie explore le cadre juridique des coopératives non financières au Québec en comparaison avec certains concepts juridiques issus d’autres législations. Elle étudie les fondements juridiques sous-jacents à l’impartageabilité de la réserve en droit québécois des coopératives non financières. La deuxième partie réalise une discussion critique autour de l’histoire du principe de l’impartageabilité de la réserve (ch. 3), des différents arguments juridiques disponibles (ch. 4) et d’hypothèses articulées autour des effets concrets disponibles (ch. 5). Elle explore ces dimensions au soutien du maintien ou non de l’impartageabilité de la réserve de la législation actuelle sur les coopératives non financières. Bien que la recherche effectuée conduise à une réponse nuancée, l'ensemble des résultats milite plutôt en faveur du maintien du principe de l'impartageabilité de la réserve. Au préalable, l’observation des fondements juridiques des concepts sous-jacents à l’impartageabilité de la réserve en droit québécois des coopératives non financières a permis de comprendre les concepts sous-jacents à ce principe avant de répondre à la question autour de son maintien ou de sa suppression de la législation actuelle sur les coopératives. La discussion réalisée a permis de souligner l’importance d’une réalité de base assez évidente : ce principe permet de préserver la réserve, utile au développement de la coopérative et du mouvement coopératif dans son ensemble. De plus, ce principe de l’impartageabilité de la réserve s’inscrit dans le cadre de la vocation sociale de la coopérative, qui n’a pas pour but la maximisation du profit pécuniaire. L’impartageabilité de la réserve s’inscrit également dans le cadre de la cohérence du droit québécois des coopératives avec la notion de coopérative telle que définie par le mouvement coopératif québécois et l’ACI tout en répondant aux finalités historiques d’équité entre les générations et de solidarité. Enfin, même si la discussion des arguments tirés des illustrations de données comptables et de quelques entretiens réalisés avec certains membres actifs du mouvement coopératif ne permet pas de mener à toute conclusion ferme, il ressort que l’impartageabilité de la réserve ne freinerait pas la tendance à la hausse des investissements et du chiffre d’affaires des coopératives non financières. Cette interdiction constituerait même un mécanisme d’autofinancement de la coopérative et un symbole de solidarité.