Готові списки джерел за темами / Confinement model

Добірка наукової літератури з теми "Confinement model"

Автор: Grafiati

Опубліковано: 10 грудня 2022

Оновлено: 28 січня 2023

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Статті в журналах з теми "Confinement model"

Tyulemissov, Zh Zh, N. Habyl, S. A. Zhaugasheva, G. S. Nurbakova, and G. G. Saidullaeva. "Significance of confinement in covariant quark model." International Journal of Mathematics and Physics 6, no. 1 (2015): 88–91. http://dx.doi.org/10.26577/2218-7987-2015-6-1-88-91.

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Biswas, S., S. Kumar, and L. Das. "Model of confinement." Pramana 35, no. 1 (July 1990): 35–48. http://dx.doi.org/10.1007/bf02846640.

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Chinappi, M., and E. De Angelis. "Confined dynamics of a single DNA molecule." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 369, no. 1944 (June 13, 2011): 2329–36. http://dx.doi.org/10.1098/rsta.2011.0096.

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The effect of a slit-like confinement on the relaxation dynamics of DNA is studied via a mesoscale model in which a bead and spring model for the polymer is coupled to a particle-based Navier–Stokes solver (multi-particle collision dynamics). The confinement is found to affect the equilibrium stretch of the chain when the bulk gyration radius is comparable to or smaller than the channel height and our data are in agreement with the ( R g,bulk / h ) 1/4 scaling of the polymer extension in the wall tangential direction. Relaxation simulation at different confinements indicates that, while the overall behaviour of the relaxation dynamics is similar for low and strong confinements, a small, but significant, slowing of the far-equilibrium relaxation is found as the confinement increases.

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Goncharov, Y. P., and N. E. Firsova. "Classical Model of Confinement." International Journal of Theoretical Physics 49, no. 5 (March 19, 2010): 1155–73. http://dx.doi.org/10.1007/s10773-010-0296-3.

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Biswas, S., and S. Kumar. "Confinement model for quarks." Pramana 33, no. 2 (August 1989): 289–96. http://dx.doi.org/10.1007/bf02845755.

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Hošek, Jiří. "Macroscopic model of confinement." Physical Review D 46, no. 8 (October 15, 1992): 3645–48. http://dx.doi.org/10.1103/physrevd.46.3645.

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Olsson, M. G. "SPECTROSCOPY AND CONFINEMENT." International Journal of Modern Physics A 18, no. 03 (January 30, 2003): 367–75. http://dx.doi.org/10.1142/s0217751x03014289.

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In this talk I progress semi-historically from the potential model as applied to heavy onia states to the QCD string dynamics of light quark mesons. The virtues and problems of the potential model are reviewed. Some of the difficulties are solved by the introduction of QCD string confinement. The method of solving string models numerically is outlined and some recent analytic results are discussed. We end by exploring some consequences of the model and how the observed light quark mesons can be classified simply.

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Koike, Yuji, Osamu Morimatsu, and Koichi Yazaki. "Quark Cluster Model and Confinement." Progress of Theoretical Physics Supplement 137 (2000): 21–42. http://dx.doi.org/10.1143/ptps.137.21.

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Thaler, J., and M. J. Iqbal. "Potential model for quark confinement." Physical Review D 31, no. 11 (June 1, 1985): 3010–12. http://dx.doi.org/10.1103/physrevd.31.3010.

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Koike, Y., O. Morimatsu, and K. Yazaki. "Quark Cluster Model and Confinement." Progress of Theoretical Physics Supplement 137 (May 16, 2013): 21–42. http://dx.doi.org/10.1143/ptp.137.21.

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Дисертації з теми "Confinement model"

Hill, Maxwell D. "Confinement tuning of a 0-D plasma dynamics model." Thesis, Georgia Institute of Technology, 2016. http://hdl.handle.net/1853/55057.

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Investigations of tokamak dynamics, especially as they relate to the challenge of burn control, require an accurate representation of energy and particle confinement times. While the ITER-98 scaling law represents a correlation of data from a wide range of tokamaks, confinement scaling laws will need to be fine-tuned to specific operational features of specific tokamaks in the future. A methodology for developing, by regression analysis, tokamak- and configuration-specific confinement tuning models is presented and applied to DIII-D as an illustration. It is shown that inclusion of tuning parameters in the confinement models can significantly enhance the agreement between simulated and experimental temperatures relative to simulations in which only the ITER-98 scaling law is used. These confinement tuning parameters can also be used to represent the effects of various heating sources and other plasma operating parameters on overall plasma performance and may be used in future studies to inform the selection of plasma configurations that are more robust against power excursions.

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Wood, Toby. "The solar tachocline : a self-consistent model of magnetic confinement." Thesis, University of Cambridge, 2011. https://www.repository.cam.ac.uk/handle/1810/230114.

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In this dissertation we consider the dynamics of the solar interior, with particular focus on angular momentum balance and magnetic field confinement within the tachocline. In Part I we review current knowledge of the Sun's rotation. We summarise the main mechanisms by which angular momentum is transported within the Sun, and discuss the difficulties in reconciling the observed uniform rotation of the radiative interior with purely hydrodynamical theories. Following Gough & McIntyre (1998) we conclude that a global-scale interior magnetic field provides the most plausible explanation for the observed uniform rotation, provided that it is confined within the tachocline. We discuss potential mechanisms for magnetic field confinement, assuming that the field has a roughly axial-dipolar structure. In particular, we argue that the field is confined, in high latitudes, by a laminar downwelling flow driven by turbulence in the tachocline and convection zone above. In Part II we describe how the magnetic confinement picture is affected by the presence of compositional stratification in the 'helium settling layer' below the convection zone. We use scaling arguments to estimate the rate at which the settling layer forms, and verify our predictions with a simple numerical model. We discuss the implications for lithium depletion in the convection zone. In Part III we present numerical results showing how the Sun's interior magnetic field can be confined, in the polar regions, while maintaining uniform rotation within the radiative envelope. These results come from solving the full, nonlinear equations numerically. We also show how these results can be understood in terms of a reduced, analytical model that is asymptotically valid in the parameter regime of relevance to the solar tachocline. In Part IV we discuss how our high-latitude model can be extended to a global model of magnetic confinement within the tachocline.

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Papastergiou, Panagiotis. "A confinement model for concrete wrapped of pretensioned with frp." Thesis, University of Sheffield, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.527213.

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Gersberg, Paul. "Confinement and driving effects on continuous and discrete model interfaces." Thesis, Bordeaux, 2020. http://www.theses.fr/2020BORD0084.

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Cette thèse examine les propriétés de l’interface entre deux phases dans un système de phases séparées. Nous regardons comment les effets de taille finies modifient les propriétés statistiques de ces interfaces,en particulier comment la dépendance de l’énergie libre par rapport à la taille du système donne lieu à des interactions de Casimir critique à longue portée proche du point critique. Souvent, les interfaces sont décrites par des modèles simplifiés ou coarse-grained dont les seuls degrés de libertés ont les hauteurs de l’interface. Nous rappelons comment les propriétés statiques et dynamiques de ces interfaces sont retrouvées à partir de modèles microscopiques de spins et de la théorie statistique des champs. Nous étudions ensuite les effets de taille finie pour les interfaces continues comme le modèle Edwards-Wilkinson ou discrètes comme le modèle Solid-On-Solid,et discutons leur pertinence dans le cadre de l’effet Casimir critique. Dans la seconde partie de la thèse, nous examinons des modèles d’interfaces sous écoulement possédant des états stationnaires hors-équilibre. Nous développons ces équations dans le cadre du modèle C d’une interface,ayant un état stationnaire hors-équilibre lorsque soumis à un écoulement uniforme. L’état stationnaire hors-équilibre résultant exhibe des propriétés retrouvées dans les expériences sur des colloïdes sous cisaillement ,notamment la suppression des fluctuations de la hauteur de l’interface et une augmentation de la longueur de corrélation des fluctuations. Finalement,nous proposons un nouveau modèle pour des interfaces uni-dimensionnelles qui est une modification du modèle Solid-on-Solid contenant un terme supplémentaire d’entropie, dont la correspondance à des systèmes physiques reste à être trouvée
This thesis examines the properties of the interface between two phases in phase separated systems. We are interested in how finite size effects modify the statistical properties of these interfaces, in particular how the dependence of the free energy on the system size gives rise to long range critical Casimir forces close to thecritical point. Often the interfaces in phase separated systems are described by simplified or coarsegrained models whose only degrees of freedom are the interface height. We review how the statics and dynamics of these interface models can be derived from microscopic spin models and statistical field theories. We then examine finite size effects for continuous interface models such as the Edwards Wilkinson model and discrete models such as the Solid-On-Solid model and discuss their relevance to the critical Casimir effect. In the second part of the thesis we examine models of driven interfaces which have nonequilibrium steady states. We develop a model C type model of an interface which shows a nonequlibrium steady state even with constant driving. The resulting nonequlibrium steady state shows properties seen in experiments on sheared colloidal systems, notably the suppression of height fluctuations but an increase in the fluctuations’correlation length. Finally we propose a new model for one dimensional interfaces which is a modification of the solid on-solid model and containing an extra entropic term ,whose correspondance with physical systems is yet to be found

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Mackura, Mark. "Nano-confinement Effects of Crystalline Walls on the Glass Transition of a Model Polymer." University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1366815752.

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Vu, Xuan Dung. "Vulnérabilité des dalles en béton sous impact : caractérisation, modélisation et validation." Thesis, Grenoble, 2013. http://www.theses.fr/2013GRENI028/document.

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Le béton est un matériau dont le comportement est complexe, notamment dans le cas de sollicitations extrêmes. L’objectif de cette thèse est de caractériser expérimentalement le comportement du béton lorsque celui-ci est soumis à des sollicitations générées par un impact (compression confinée et traction dynamique) ; et de développer un outil numérique robuste permettant de modéliser son comportement de manière fiable. Dans la partie expérimentale, on a étudié des échantillons de béton provenant du centre de VTT (Centre de recherche technique en Finlande). Dans un premier temps, des essais statiques de compression triaxiale dont le confinement varie de 0 MPa (compression simple) à 600 MPa ont été réalisés. On observe que, sous l’effet de confinement la rigidité du béton devient plus importante à cause de la réduction de la porosité. Par conséquent, la résistance maximale au cisaillement du béton est augmentée. La présence d’eau joue un rôle important lorsque le degré de saturation est élevé et le béton est soumis à un fort confinement. Au delà d’un certain seuil de confinement, la résistance maximale au cisaillement diminue avec l’augmentation de la teneur en eau. L’eau influence également le comportement volumique du béton. Lorsque tous les pores libres du béton sont fermés sous l’effet de la compaction, la faible compressibilité de l’eau s’oppose à la déformation du béton, de sorte que le béton humide est moins déformé que le béton sec pour une même contrainte moyenne. Le deuxième volet du programme expérimental concerne des essais de traction dynamique à différentes vitesses de chargement, et à différents états d’humidité du béton. Les résultats obtenus montrent que la résistance en traction du béton C50 peut augmenter jusqu’à 5 fois par rapport à sa résistance statique pour une vitesse de déformation de l’ordre de 100 s-1. Dans la partie numérique, on s’intéresse à développer le modèle de comportement du béton PRM couplé (Pontiroli-Rouquand-Mazars) capable de prédire le comportement du béton sous impact. Ce modèle repose sur un couplage entre un modèle d’endommagement capable de décrire des mécanismes de dégradation et de fissuration du béton à faible confinement et un modèle de plasticité permettant de simuler le comportement du béton sous très fort confinement. L’identification du modèle a été réalisée avec les résultats des essais expérimentaux. L’amélioration du modèle, notamment sur le modèle de plasticité, porte sur trois points principaux : prise en compte de l’effet de la contrainte déviatoire dans le calcul de la contrainte moyenne ; de l’effet de l’eau avec la loi poro-mécanique au lieu de la loi des mélanges ; amélioration de la variable de couplage entre le modèle d’endommagment et le modèle élastoplastique avec une prise en compte de l’angle de Lode. Ces améliorations ont ensuite été validées par une confrontation des résultats numériques obtenus et des essais de type impact qui démontrent la fiabilité de la prédiction du modèle. Le modèle amélioré est capable de reproduire le comportement du béton sous différents trajets de chargement et à différents niveaux de confinement tout en tenant compte du degré de saturation du béton
Concrete is a material whose behavior is complex, especially in cases of extreme loads. The objective of this thesis is to carry out an experimental characterization of the behavior of concrete under impact-generated stresses (confined compression and dynamic traction) and to develop a robust numerical tool to reliably model this behavior. In the experimental part, we have studied concrete samples from the VTT center (Technical Research Center of Finland). At first, quasi-static triaxial compressions with the confinement varies from 0 MPa (unconfined compression test) to 600 MPa were realized. The stiffness of the concrete increases with confinement pressure because of the reduction of porosity. Therefore, the maximum shear strength of the concrete is increased. The presence of water plays an important role when the degree of saturation is high and the concrete is subjected to high confinement pressure. Beyond a certain level of confinement pressure, the maximum shear strength of concrete decreases with increasing water content. The effect of water also influences the volumic behavior of concrete. When all free pores are closed as a result of compaction, the low compressibility of the water prevents the deformation of the concrete, whereby the wet concrete is less deformed than the dry concrete for the same mean stress. The second part of the experimental program concerns dynamic tensile tests at different loading velocities, and different moisture conditions of concrete. The results show that the tensile strength of concrete C50 may increase up to 5 times compared to its static strength for a strain rate of about 100 s-1. In the numerical part, we are interested in improving an existing constitutive coupled model of concrete behavior called PRM (Pontiroli-Rouquand-Mazars) to predict the concrete behavior under impact. This model is based on a coupling between a damage model which is able to describe the degradation mechanisms and cracking of the concrete at weak confinement pressure and a plasticity model which allows to reproduce the concrete behavior under strong confinement pressure. The identification of the model was done using the results of experimental tests. The improvement of this model, especially the plasticity part, focuses on three main points : taking into account the effect of the deviatoric stress in the calculation of the mean stress; better accounting for the effect of water using poromechanical law instead of mixing law, improvement of the coupling variable between the damage model and the elastoplastic model with consideration of the Lode angle. These improvements were then validated by comparing numerical results and impact tests. The improved model is capable of reproducing the behavior of concrete under different loading paths and at different levels of confinement pressure while taking into account the degree of saturation of concrete

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Mejia, Franco Maria Juliana. "Evaluation of Pond/Wetland/Vegetative Filter System to Treat Beef Manure Pile and Outdoor Confinement Area Runoff." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38554.

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Regulations with respect to the storage and handling of animal waste by livestock operations state that no person shall keep animals in a permanent confinement area unless there is a nutrient management strategy. Various studies indicate that constructed wetlands and vegetative filters are effective add-on technologies to supplement the treatment provided by conventional sedimentation pond systems in livestock operations. Seven months of data from a Pond/Wetland/Vegetative Filter system receiving cattle feedlot runoff were used to i) evaluate its efficiency removing organic matter, solids and nutrients from water, (ii) quantify constructed wetland kinetic removal rates described by the P-C-k model and examine the impact of temperature, (iii) evaluate and compare the performance of a two types of vegetative filter systems at different hydraulic loading rates; and (iv) recommend an optimum management option with design loading for beef producers. Results indicate that the effect of isolated rain events on the performance of the wetland showed to be contingent on the intensity of the event, former humidity conditions of the feedlot and the hydraulic capacity of the wetland. This experiment suggests that even relatively small VFSs or short FPs can markedly improve quality of runoff from livestock operations, and that it is possible to achieve significant mass and concentration removals if they are properly operated and maintained in conjunction with a pre-treatment system. The Pond/Wetland/Vegetative Filter system was effective at reducing Chemical Oxygen Demand COD (+92%), Total Phosphorus (+93%), Orthophosphate as P (+91%), Total Inorganic Nitrogen (+96%), Ammonia as N (+97%) and Nitrate as N (+82%) from manure and exercise yard runoff, providing a cost-effective treatment option for beef producers.

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Socié, Adrien. "Modélisation chimio-mécanique de la fissuration de matériaux cimentaires : vieillissement et tenue des enceintes de confinement des centrales nucléaires." Thesis, Montpellier, 2019. http://www.theses.fr/2019MONTS102.

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L'Institut de Radioprotection et de Sûreté Nucléaire (IRSN) s'intéresse à l'étude des réactions de gonflement interne, dont les Réactions Sulfatiques, et à leur impact sur l'évolution des propriétés du matériau cimentaire. Les Réactions Sulfatiques sont caractérisées par la précipitation de l'ettringite, dans les pores du matériau durci entraînant des gonflements locaux et une fissuration par déformations différentiées. Les fissures créées constituent alors le lieu privilégié de la précipitation d'ettringite et accélèrent le transport des espèces chimiques au sein du milieu poreux. La modification locale des phénomènes de transport induit une accélération de la dégradation du matériau.Ce travail de thèse modélise à l'échelle mésoscopique d'une collection de granulats, le gonflement du béton par les Réactions Sulfatiques et la cinétique de dégradation. Un modèle chimio-mécanique basé sur une description du transport réactif (diffusion d'espèces et réactions chimiques) et mécanique (Modèle de Zones Cohésives) dans un milieu poreux fissuré est proposé et résolu à l'aide d'un couplage étagé générique.Les paramètres chimiques et mécaniques initiaux sont estimés par un calcul d'hydratation et d'homogénéisation analytique.La modélisation chimio-mécanique tridimensionnelle est validée de façon modulaire et appliquée aux Réactions Sulfatiques Externe et Interne. Les effets de la composition du béton et des conditions environnementales chimiques sur la cinétique d'expansion et le faciès de rupture sont étudiés. Les applications mettent en évidence l'influence des granulats et des fissures dans la répartition spatiale inhomogène des zones de précipitation de l'ettringite et les contraintes de gonflement associées
The French "Institut de Radioprotection et de Sûreté Nucléaire" (IRSN) conducts researches on the impact of internal swellings reactions on concrete, such as Sulfate Reactions. Such reactions are characterized by the precipitation of ettringite which induces swellings and cracks by differential strain. These cracks are preferential location for ions diffusion and further ettringite precipitations.The aim of the study is to model the degradation of a mature material by ettringite pressure at the aggregate scale.A chemo-mechanical model based on a coupling between reactive transport (species diffusion and chemical reactions) and mechanics in cracked porous medium is developed and is solved with a generic staggered approach.The initial microstructure and poro-mechanical and diffusion parameters are estimated by hydration computing and analytical homogenization.The coupled chemo-mechanical model is validated and then applied to Sulfate External and Internal Attack.The impact of the concrete composition and the chemical environments on the swelling kinetics and crack path is taken into account. Furthermore, our simulations highlight the influences of inclusions and cracks on the inhomogeneous spatial distribution of precipitation areas of ettringite and associated swelling stress

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Wang, Jin. "Modeling of concrete dehydration and multhiphase transfer in nuclear containment concrete wall during loss of cooling accident." Thesis, Toulouse 3, 2016. http://www.theses.fr/2016TOU30098/document.

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Les centrales nucléaires jouent un rôle important au niveau mondial dans la production d'électricité aujourd'hui. Dans l'histoire humaine, deux accidents tragiques ont déjà eu lieu, à Tchernobyl et Fukushima, provoquant des fuites des matières radioactives. Pour éviter ce genre d'accident dans la future, la construction en béton prend un rôle important en tant que matériau de construction de confinement qui est la dernière barrière pour isoler la matière radioactive de l'environnement. La compréhension des transferts dans le béton dans des circonstances graves, en particulier à étudier le comportement du béton sous haute température jusqu'à 200°C. Dans la première partie, un modèle de déshydratation a été appliqué dans le modèle thermo-hygro. Le modèle thermo-hygro a ensuite été mis en oeuvre pour simuler une maquette dont les résultats expérimentaux sont disponibles dans la littérature, sans tenir compte des comportements mécaniques. Enfin, des études paramétrique ont été réalisées pour étudier l'influence de certains paramètres. Le modèle à ensuite été appliqué à des structures sous vitesse de chauffage différente, et le modèle à ensuite été appliqué à des structure sous rythme de chauffage différents et celles avec des épaisseurs différentes pour comparer les profiles de température et de pression de gaz à travers de la mur
Nuclear power plant now takes an important part in the world's electricity generation. In human history, there have already been two tragic accidents in Chernobyl and Fukushima causing severe radioactive matter leakage. To pre- vent this kind of accident from happening again, concrete structure plays an important role as material of containment building, which is the last barrier to isolate the radioactive matter from the environment. Hence, the transfer properties of concrete under severe circumstances, especially high tempera- ture, are important for this usage. This PhD thesis aims to investigate the behavior of the concrete under high temperature up to 200°C. In the first part, a dehydration model was proposed. The model consists of different dehydration sub-models for main hydrates in the cement paste. In the second part, the dehydration model was implemented in a thermo-hygral model. The thermo- hygral model was then used to simulate a mock-up for which experimental results are available in the literature, without considering the mechanical behaviors. At last, parametric studies were performed to investigate the influ- ence of some parameters, and the model was then applied to structures under different heating rates, and structures with different thicknesses to compare the temperature and gas pressure profiles across a wall

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Turgut, Can. "Prise en compte de la liaison acier béton dans le comportement d’éléments de structure en béton armé." Thesis, Paris 10, 2018. http://www.theses.fr/2018PA100170/document.

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Le comportement de l’interface acier-béton a une grande importance lorsque la fissuration des structures en béton armé est étudiée. Une approche par éléments finis a été proposée par (Torre-Casanova, 2013) et (Mang, 2016) pour représenter l'interface acier-béton dans les simulations de structures à grandes dimensions Le modèle proposé permet de calculer le glissement tangentiel entre l'acier et le béton. L’objectif de cette étude est d’améliorer ce modèle initial pour le rendre plus efficace et plus représentatif. Le document est découpé en trois parties : 1) Le modèle initial de liaison est évalué. Puis amélioré tant en chargement monotone qu’alterné. Le nouveau modèle est validé par plusieurs applications numériques. 2) L'effet de confinement est implémenté dans le modèle de liaison acier-béton. L'effet sur le comportement structural du confinement actif est étudié en utilisant le nouveau modèle. A partir des simulations proposées, il est montré, par l’utilisation du nouveau modèle, que l’effet de confinement actif peut jouer un rôle sur les comportements monotone que cyclique. 3) L'effet goujon est étudié avec le nouveau modèle liaison acier-béton. Deux campagnes expérimentales différentes sont simulées avec différents modelés de renforts (1D barre et poutre) et d’interface (liaison acier-béton et liaison parfaite). Les résultats montrent que le nouveau modèle de liaison acier-béton permet de mieux reproduire les résultats expérimentaux par rapport au modèle de liaison parfaite aux échelles globale et locale
In numerical applications of reinforced concrete structures, the steel-concrete interface behavior has a vital importance when the cracking properties are investigated. A finite element approach for the steel-concrete interface to be used in large-scale simulations was proposed by (Torre-Casanova, 2013) and (Mang, 2016). It enables to calculate the slip between the steel and concrete in the tangential direction of the interface element representation. The aim is here to improve the initial bond-slip model to be more efficient and more representative. The document is divided into three parts: 1) The existing bond-slip model is evaluated. The bond-slip model is then improved by considering transversal and irreversible bond behaviors under alternative loads. The new bond-slip model is validated with several numerical applications. 2) Confinement effect is implemented in the bond-slip model to capture the effect of external lateral pressure. According to the performed numerical applications, it is demonstrated how the active confinement can play a role, through the steel-concrete bond, during monotonic and cyclic loading cases. 3) Dowel action is finally investigated with the new bond-slip model. Two different experimental campaigns (Push-off tests and four-point bending tests) are reproduced with different reinforcement (1D truss and beam) and interface (new bonds-slip and perfect bond) models. The results show that the proposed simulation strategy including the bond slip model enables to reproduce experimental results by predicting global (force-displacement relation) and local behaviors (crack properties) of the reinforced concrete structures under shear loading better than the perfect bond assumption which is commonly used in the industrial applications

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Книги з теми "Confinement model"

A, Ivanov M., ed. The quark confinement model of hadrons. Bristol [England]: Institute of Physics Pub., 1993.

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Ripka, Georges, ed. Dual Superconductor Models of Color Confinement. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/b94800.

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M, Chadam John, ed. Resource recovery, confinement, and remediation of environmental hazards. New York: Springer, 2002.

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Lisgo, Steven William. Interpretive modeling of the Alcator C-Mod divertor. [Downsview, Ont.]: University of Toronto, Institute for Aerospace Studies, 2003.

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1925-, Killeen J., ed. Computational methods for kinetic models of magnetically confined plasmas. New York: Springer-Verlag, 1986.

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He, Guangliang. A cloudy Quark Bag Model of S, P, and D wave interactions for the coupled channel antikaon-nucleon system. 1992.

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Pinals, Debra A., and Joel T. Andrade. Applicability of the recovery model in corrections. Oxford University Press, 2015. http://dx.doi.org/10.1093/med/9780199360574.003.0040.

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Mental health professionals and substance use providers have worked with “recovery” concepts for many years. President Bush’s New Freedom Commission on Mental Health spoke to important aspects of mental health care systems that were challenged, recognizing that “care must focus on increasing consumers’ ability to successfully cope with life’s challenges, on facilitating recovery, and on building resilience, [and] not just on managing symptoms.” Furthermore, the report went on to state that “recovery will be the common, recognized outcome of mental health services.” These words related to general mental health services, and yet correctional settings have become a place where mental health services are increasingly needed. Prisons and jails, however, are built around confinement and the general principles of sentencing that include retribution, deterrence, incapacitation, and rehabilitation. Thus it might seem that there is such a fundamental distinction between a prison or jail and a place of treatment that a “recovery” orientation seems inappropriate or unrealistic. In this chapter, we address recovery, describing various ways of defining this construct. We also review potential considerations related to recovery-oriented services that may be feasible and even helpful within correctional environments, and describe some of the tensions between recovery and responsibility in the context of working with an offender population. Finally, we present recommendations for combining evidence-based treatments for incarcerated individuals with a recovery based model for inmates with mental health needs.

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Pinals, Debra A., and Joel T. Andrade. Applicability of the recovery model in corrections. Oxford University Press, 2017. http://dx.doi.org/10.1093/med/9780199360574.003.0040_update_001.

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Müller, Anna. Boredom and Emptiness, or the Flow of Life in Confinement. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190499860.003.0006.

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The last chapter focuses on daily prison life. It starts in interrogation rooms and moves to prison cells. Women prisoners undertook various activities to distract themselves from the idleness of their world. They spent their days learning, reading, and engaging in their own cultural activities. As they recreated their lives in prison, they chose traditionally female roles of sharing, providing for, and taking care of their cellmates. These new cell roles appeared to be stable. When they laughed at and ridiculed each other, they challenged this supportive model. Close attention is paid to the importance of religion. For Poles, religion is closely linked to nationalism, but religion and nationalism were not as important as expected. The role of religion became more prominent in the meaning of imprisonment for these women’s post-prison lives. This chapter takes place predominantly in the post-trial cells, in such prisons as Fordon and Inowrocław.

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The Gold Dust Beneath Hypercomplex Cosmology: Fractional Creation Operators, Broken Scaling Precursor Model, Universe Computers, Negative Space-times, Dust Confinement. Pingree-Hill Publishing, 2022.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete confinement model." In Design of High Strength Steel Reinforced Concrete Columns, 19–32. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-3.

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Mielke, Eckehard W. "Geometric Model of Quark Confinement?" In Geometrodynamics of Gauge Fields, 347–58. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-29734-7_16.

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Preuss, R., V. Dose, and W. Von Der Linden. "Model Comparison in Plasma Energy Confinement Scaling." In Maximum Entropy and Bayesian Methods Garching, Germany 1998, 171–78. Dordrecht: Springer Netherlands, 1999. http://dx.doi.org/10.1007/978-94-011-4710-1_18.

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Ripka, Georges. "3 The Landau-Ginzburg Model of a Dual Superconductor." In Dual Superconductor Models of Color Confinement, 33–77. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40989-2_3.

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Greensite, Jeff. "Large-N, Planar Diagrams, and the Gluon-Chain Model." In An Introduction to the Confinement Problem, 193–205. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51563-8_12.

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Greensite, Jeff. "Large-N, Planar Diagrams, and the Gluon-Chain Model." In An Introduction to the Confinement Problem, 159–71. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-14382-3_11.

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Gouttenoire, Yann. "String Fragmentation in Supercooled Confinement and Implications for Dark Matter." In Beyond the Standard Model Cocktail, 357–417. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11862-3_7.

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Roush, David W. "Implementing a Helpful Model of Conditions of Confinement." In Recalibrating Juvenile Detention, 189–234. 1 Edition. | New York: Routledge, 2019.: Routledge, 2019. http://dx.doi.org/10.4324/9780429398407-5.

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Greensite, Jeff. "The Gluon Chain Model Revisited." In Confinement, Topology, and Other Non-Perturbative Aspects of QCD, 185–96. Dordrecht: Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-010-0502-9_20.

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Engelhardt, Michael. "Center Vortex Model for Nonperturbative Strong Interaction Physics." In Confinement, Topology, and Other Non-Perturbative Aspects of QCD, 105–16. Dordrecht: Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-010-0502-9_12.

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Тези доповідей конференцій з теми "Confinement model"

Zwanziger, Daniel. "A model of color confinement." In THE IX INTERNATIONAL CONFERENCE ON QUARK CONFINEMENT AND THE HADRON SPECTRUM—QCHS IX. AIP, 2011. http://dx.doi.org/10.1063/1.3574968.

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DELDAR, S. "CONFINEMENT AND FAT-CENTER-VORTICES MODEL." In Proceedings of the XI Regional Conference. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701862_0016.

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Zwanziger, Daniel. "An improved model of color confinement." In The many faces of QCD. Trieste, Italy: Sissa Medialab, 2011. http://dx.doi.org/10.22323/1.117.0023.

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"Confinement Model for Capsule-Shaped Concrete Columns." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682418.

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Pandya, J. N., Ajay Kumar Rai, P. C. Vinodkumar, and Aalok Misra. "Masses and decay modes of charmonia using a confinement model." In THEORETICAL HIGH ENERGY PHYSICS: International Workshop on Theoretical High Energy Physics. AIP, 2007. http://dx.doi.org/10.1063/1.2803781.

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Afonin, Sergey. "Soft wall model with arbitrary intercept." In Xth Quark Confinement and the Hadron Spectrum. Trieste, Italy: Sissa Medialab, 2013. http://dx.doi.org/10.22323/1.171.0281.

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Dorigo, Tommaso. "Standard Model Physics at the Tevatron." In QUARK CONFINEMENT AND THE HADRON SPECTRUM VII: 7th Conference on Quark Confinement and the Hadron Spectrum - QCHS7. AIP, 2007. http://dx.doi.org/10.1063/1.2714436.

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Heinz, Achim. "Inhomogeneous condensates in the parity doublet model." In Xth Quark Confinement and the Hadron Spectrum. Trieste, Italy: Sissa Medialab, 2013. http://dx.doi.org/10.22323/1.171.0250.

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Kopeliovich, Vladimir. "Neutron rich hypernuclei in chiral soliton model." In Xth Quark Confinement and the Hadron Spectrum. Trieste, Italy: Sissa Medialab, 2013. http://dx.doi.org/10.22323/1.171.0253.

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Gonzalez, Pedro, та Roberto Bruschini. "A quark model study of ψ (4260)". У XIII Quark Confinement and the Hadron Spectrum. Trieste, Italy: Sissa Medialab, 2019. http://dx.doi.org/10.22323/1.336.0106.

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Звіти організацій з теми "Confinement model"

Langfeld, K., and M. Rho. Quark confinement in a constituent quark model. Office of Scientific and Technical Information (OSTI), July 1995. http://dx.doi.org/10.2172/96960.

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Tang, W. M. Microinstability-based model for anomalous thermal confinement in tokamaks. Office of Scientific and Technical Information (OSTI), March 1986. http://dx.doi.org/10.2172/5792661.

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Melnikov, Kirill. The Lattice Schwinger Model: Confinement, Anomalies, Chiral Fermions and All That. Office of Scientific and Technical Information (OSTI), April 2000. http://dx.doi.org/10.2172/763762.

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Ivanov, Mikhail. Form factors of semileptonic B and D meson decays in the quark confinement model. Office of Scientific and Technical Information (OSTI), January 1991. http://dx.doi.org/10.2172/954239.

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Chu, M. S. Y., and E. A. Bernard. Waste inventory and preliminary source term model for the Greater Confinement Disposal site at the Nevada Test Site. Office of Scientific and Technical Information (OSTI), December 1991. http://dx.doi.org/10.2172/613994.

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Kaye, S. M. ITER L-mode confinement database. Office of Scientific and Technical Information (OSTI), October 1997. http://dx.doi.org/10.2172/304189.

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Simpson, E. M., and Kyekyoon Kim. Study of high gain spherical shell ICF targets containing uniform layers of liquid deuterium tritium fuel. A numericial model for analyzing thermal layering of liquid mixtures of hydrogen isotopes inside a spherical inertial confinement fusion target: Final report. Office of Scientific and Technical Information (OSTI), May 1994. http://dx.doi.org/10.2172/10180906.

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Sugama, H., and W. Horton. L-H confinement mode dynamics in three-dimensional state space. Office of Scientific and Technical Information (OSTI), January 1994. http://dx.doi.org/10.2172/10126086.

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Tang, W. M., C. M. Bishop, B. Coppi, S. M. Kaye, F. W. Perkins, M. H. Redi, and G. Rewoldt. Microinstability-based models for confinement properties and ignition criteria in tokamaks. Office of Scientific and Technical Information (OSTI), February 1987. http://dx.doi.org/10.2172/6636946.

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Kaye, S., M. Valovic, A. Chudnovskiy, J. Cordey, D. McDonald, A. Meakins, K. Thomsen, et al. The Role of Aspect Ratio and Beta in H-mode Confinement Scalings. Office of Scientific and Technical Information (OSTI), October 2005. http://dx.doi.org/10.2172/899588.

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