L'objectif de ce travail est de comprendre l'influence des particules très fines sur le phénomène de ré-agglomération lors du broyage. Des billes de verre de taille 0 à 20 µm avec un pourcentage massique variant entre 0 à 1% sont ajoutées dans un tas granulaire de billes de verre de 200 à 300 µm dans un tambour tournant cylindrique de diamètre et longueur 10 cm. La présence des particules fines montre un effet ambivalent sur la stabilité du tas granulaire. Nous avons établi un diagramme de stabilité du milieu granulaire en fonction de la concentration de particules fines et cherché à quantifier l'effet des fines combiné avec d'autres paramètres (humidité relative et vitesse de rotation du tambour). La stabilité d'un tas granulaire dans un tambour tournant est déterminée par la mesure de son angle maximum de stabilité θm. Dans un premier temps, nous avons étudié l'évolution de cet angle à des vitesses de rotation différentes. Les expériences montrent qu'à faible concentration (< 0; 15%), le tas se déstabilise par avalanches lorsque le tambour tourne, θm diminue lorsqu'on augmente la quantité de fines. Quand la vitesse de rotation augmente, le mouvement du tas évolue du régime d'avalanche intermittent au régime d'écoulement continu. En revanche, lorsque la concentration des fines est supérieure à 0,15%, la déstabilisation du tas se traduit par un phénomène de stick-slip à la paroi du tambour, et la quantité de fines augmente la stabilité du tas. Ce comportement apparemment contradictoire est lié au fait que la localisation de la déstabilisation est modifiée. Dans le régime des faibles concentrations, les avalanches commencent à la surface du tas, et le remplissage de l'espace intermédiaire entre les grosses billes par les fines rend la surface de plus en plus lisse, ce qui déstabilise le tas. Par ailleurs, les fines induisent une augmentation de la cohésion du tas par la nucléation des ponts capillaires entre les grains. Ainsi, dans le régime des fortes concentrations, le tas granulaire se comporte comme un corps solide et la déstabilisation a lieu à l'interface tas-tambour. Nous avons également étudié l'influence de l'humidité relative sur la stabilité et montré que dans le régime de faible concentration de particules fines, la déstabilisation est indépendante de l'humidité. D'autre part dans le régime des hautes teneurs en fines, une humidité relative élevée induit une forte cohésion due à la condensation capillaire entre les grains et le tambour ce qui entraîne une augmentation de l'angle maximum de stabilité. / The aim of this work is to understand the effect of very fine particles on the phenomenon of re-agglomeration in the grinding process. Various amount of fine glass beads of 0 to 20 µm (0 to 1% mass concentration) are added to a granular pile of glass beads of 200 to 300 µm rotated in a drum with inner diameter and length of 10 cm. The presence of fine particles shows an ambivalent effect on the stability of the granular heap. We established a stability diagram of the granular medium as a function of fine concentration and quantified the effect of fines combined with other parameters (relative humidity and rotation velocity). The stability of a granular heap in a rotating drum is determined by the measurement of the maximum angle of stability θm. Firstly, we studied the evolution of this angle with different rotation velocities. The experiments indicate that at low fine concentration (< 0:15%), the heap destabilizes through avalanches when the drum rotates, and increasing the fine quantity tends to decrease θm. When the rotation velocity increases, the granular medium transits from intermittent avalanche to continuous flow. In contrast, once the concentration is more than 0:15%, the destabilization of the heap proceeds through a stick-slip phenomenon at the drum wall, and the increase of the fraction of fines tends to increase the stability of the heap. This apparent contradictory behavior is linked to the modification of the destabilization location. In the small concentration regime, the avalanches start at the surface of the heap, and the filling of the interstitial space by the fine particles makes this surface smoother and smoother, thus destabilizing the heap. Besides, the fines induce, through the nucleation of capillary bridges between grains, an increase of the bulk cohesion of the heap. So in the large concentration regime, the heap behaves as a solid body and the destabilization occurs at its bottom. We also studied the influence of relative humidity on the granular stability in our experiment. We found out in the low fine concentration regime, the destabilization is independent of humidity. On the other hand, in the regime of high content of fines, high relative humidity induces a large cohesion due to the capillary condensation between the grains and the wall which induce the increase of the maximum stability angle.

Am 20.3.2006 wurde in der Bereichsbibliothek DrePunct die Ausstellung &amp;quot;Technischen Meisterleistungen in Sachsen im Zeitalter der Industriellen Revolution&amp;quot; eröffnet ....

Am 20.3.2006 wurde in der Bereichsbibliothek DrePunct die Ausstellung &amp;quot;Technischen Meisterleistungen in Sachsen im Zeitalter der Industriellen Revolution&amp;quot; eröffnet ....

Texte remanié de: Diss.--Tübingen--Geschichtswissenschaftliche Fakultät der Universität, 1998. / Ouvrage publ. à l'occasion du 200e anniversaire de la maison d'édition. Bibliogr. p. 658-679. Index.

[pt] Nesse trabalho é avaliada a solução numérica do colapso na frente de escavação em túneis rasos, através da teoria de análise limite numérico, usando o teorema do limite inferior, a partir da condição de equilíbrio para as condições plásticas, além de considerar o comportamento do material rígido perfeitamente plástico. O teorema de limite inferior implica em maximizar o fator multiplicador na carga atuante, por isso a análise limite se torna um problema de otimização, nele tem que se usar a programação matemática para ser resolvido. É avaliada a solução numérica tridimensional da análise limite através do método dos elementos finitos, usando malha de elementos hexaédricos de oito nós, a análise dos elementos finitos é feita com o próprio código gerado na linguagem de programação do MATLAB 2017.As metodologias de programação matemática empregadas são: programação cônica de segunda ordem e programação semidefinida. Antes deve-se adaptar os critérios de ruptura de Drucker Prager à programação cônica de segunda ordem e Mohr-Coulomb tridimensional à programação semidefinida. Para a otimização se usa o algoritmo comercial MOSEK Aps 7.1 baseado no método do ponto interior em grande escala, na linguagem do MATLAB 2017. Além disso, obteve-se o mecanismo de colapso através da propriedade da dualidade do problema de otimização, dualidade que é cumprida pelos teoremas de limite superior e inferior. / [en] In this work the numerical solution of the collapse in the front of excavation in shallow tunnels is evaluated through the theory of numerical limit analysis, using the lower limit theorem, from the equilibrium condition for the plastic conditions, considering the behavior of the perfectly plastic rigid material. The lower limit theorem implies maximizing the multiplier factor in the acting load, so that the limit analysis becomes an optimization problem. The three-dimensional numerical solution of the limit analysis using the finite element method is evaluated using a mesh of eight-node hexahedral elements. The finite element analysis is done using the code generated in the MATLAB 2017 programming language. The mathematical programming methodologies used are: second order conic programming and semidefinite programming. The Drucker-Prager three-dimensional criteria should be adapted to the conic programming of the second order and Mohr-Coulomb three-dimensional to the semidefinite programming. For the optimization, the MOSEK Aps 7.1 commercial algorithm based on the large-scale interior point method is used in the MATLAB 2017 language. In addition, the collapse mechanism was obtained through the duality property of the optimization problem, duality that is fulfilled by the upper and lower limit theorems.

[pt] A produção de petróleo em alta vazão a partir de reservatórios formados por arenitos friáveis requer a instalação de sistemas de contenção de sólidos para preservar equipamentos de superfície e subsuperfície. Os projetos de explotação para campos constituídos por estes reservatórios têm na completação uma etapa fundamental na construção do poço. Dentre as diversas operações de completação, a instalação de sistemas de contenção de sólidos é uma das mais complexas e envolve uma ampla gama de recursos humanos e financeiros. A alteração no estado de tensões atuante sobre a formação é uma das principais fontes de carregamento dos sistemas de contenção mecânica de sólidos instalados em poços horizontais. O objetivo deste trabalho é desenvolver um modelo para avaliação do desempenho de sistemas de contenção de sólidos do tipo gravel pack quando submetidos aos esforços relacionados ao comportamento geomecânico das formações produtoras e a variação de pressões durante a vida produtiva de um poço de petróleo, permitindo a otimização de projetos destes sistemas sob a ótica da resistência ao colapso das telas. O carregamento imposto sobre estes sistemas é avaliado através da implementação do modelo de Mohr Coulomb solucionado numericamente através do método de elementos finitos (MEF). O programa comercial ABAQUS™ é utilizado em função da sua flexibilidade para solução de modelos não-lineares. Foram analisados sistemas de contenção de areia com os conjuntos de telas tipicamente utilizados na indústria de petróleo. Em nenhum cenário analisado foram verificados indícios de colapso dos tubos indicando a possibilidade de redução da sua resistência mecânica. / [en] Global increase in energy demand and the lack of opportunities on shore or in shallow waters are driving production of hydrocarbons towards deep and ultra deepwater basins, where reservoirs are usually formed by weak and unconsolidated sandstones that require sand control methods to prevent damage in surface and subsurface equipments. Guidelines to select sand control systems are primarily based on sand exclusion, seeking to optimize balance between oil rate and fines production. Another aspect, often overlooked, is collapse strength of the system formed by the sand control equipment and the formation itself, subjected to mechanical loadings that change during life of the well. This contribution presents a method to evaluate collapse strength of sand control systems taking into account mechanical interaction between the formation and sand control screens. Elastoplastic models are used to represent granular materials. Three sand control systems were studied: gravel pack with premium screens, stand alone premium screens and pre-packed screens. A model to describe contact between granular materials (gravel and formation) and soil-pipe interaction is proposed. Results demonstrate that perforated base pipes used in premium screens may be oversized for applications under regular operating conditions.

La maintenance, la réparation et le renforcement de murs en maçonnerie par matériaux composites collés nécessitent le développement de méthodes et techniques d'évaluation de l'aptitude au service et de requalification tant pour leur restauration fonctionnelle que pour leur adaptation à de nouvelles contraintes (évolution du zonage sismique par exemple). Le présent travail de thèse a pour objectif de proposer un outil d'évaluation par calcul de l'état limite ultime de murs en maçonnerie, renforcés par composites collés, chargés dans leur plan.Les travaux effectués concernent la modélisation par homogénéisation de murs en maçonnerie et une campagne expérimentale de caractérisation du transfert de charge entre un renfort en tissu de fibres de carbone et un support en blocs creux de béton par le biais d'un joint de colle. Pour modéliser la résistance des murs maçonnés, nous proposons une loi élastique parfaitement plastique pour le comportement dans le plan d'une maçonnerie constituée de blocs liés par des joints de mortier. Le convexe de plasticité est obtenu par une technique d'homogénéisation périodique qui prend en compte la nature tridimensionnelle de la cellule de base. On obtient alors un convexe limité par plusieurs surfaces de charge. Un algorithme numérique original est ensuite proposé et programmé dans le logiciel aux Eléments Finis ABAQUS. Des simulations numériques utilisant le module développé sont présentées / Maintenance, repair and reinforcing of masonry walls with composite materials glued require the development of methods and techniques for evaluating the suitability for service and retraining for both their functional restoration for their adaptation to new constraints (changes seismic zoning for example). This thesis aims to propose an evaluation tool by calculating the limit state of masonry walls,reinforced bonded composite, loaded in their plane.The work done on modeling by homogenization of masonry walls and acampaign experimental characterization of charge transfer between a reinforcement of carbon fiber fabric and a backing of hollow blocks concrete by means of an adhesive joint. To model the resistance of masonry walls, we propose a law for elastic perfectly plastic behavior in the plane formed of masonry blocks connected by mortar joints. The convex plasticity is obtained byperiodic homogenization technique which takes into account the three dimensional nature of the basic cell. This gives a convex bounded by several surfaces of charge. An algorithm digital original is then proposed and programmed in the finite element software ABAQUS. Numerical simulations using the developed module are presented

Karen L. Mohr-Chavez (1941-2001)The text doesn't have an abstract / El texto no presenta resumen

Submitted by Biblioteca Central (biblioteca@unicap.br) on 2018-04-11T18:44:16Z No. of bitstreams: 2 adriana_maria_monteiro_passos.pdf: 4108061 bytes, checksum: 98b74cf5e2d768af7917f11d7e580f90 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) / Made available in DSpace on 2018-04-11T18:44:16Z (GMT). No. of bitstreams: 2 adriana_maria_monteiro_passos.pdf: 4108061 bytes, checksum: 98b74cf5e2d768af7917f11d7e580f90 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Previous issue date: 2013-06-03 / Urban concrete or reinforced concrete structures built in saline environments, under either intermittent or continuous sea water exposure, usually present mechanical wear and structure pathology problems that require relentless maintenance care. Currently, Brazil has a large number of civil construction equipment and buildings under direct or near direct contact with the sea and the city of Recife, Pernambuco State capital, for one, figures among the top most exposed cities in terms of number of urban equipment in contact with sea water, including buildings, bridges, mooring sites, footbridges, piers, i.e., design projects that essentially imply concrete structures located under diverse marine exposure conditions such as underwater or partially submersed structures, or structures located in tidal zones or areas under mist or sea water splash environments. Sea water carries rather high chloride ion contents, hence making those exposed structures especially vulnerable. A chloride penetration study was carried out according to ISO TC 71/SC 1 (07/26/2010 release), ISO/WD 1920-11, ISO TC 71/SC 1/WG SII, and Brazilian ABNT NBR 12655 standards. Concrete core samples of several strength levels were kept partially submerged in sea water; chloride ion contents and penetration depths were recorded. Furthermore, a number of chemical analyses have been conducted in order to estimate chloride contents present at several depths in various concrete samples prepared with several W/C ratios, hence with different strength values. According to what one might expect, laboratory assays indicated that the deeper the axial sample taken from the exposed core for analysis and the more concentrated the concrete Water/Cement ratio, the lower the chloride penetration. Therefore, the chloride ion penetration rate indeed decreases as the W/C ratio gets richer, when compared to average and poor W/C ratios for all sampled penetration depths analyzed. / Em cidades que estão sujeitas a essa exposição salina, as construções de concreto ou concreto armado, ora em contato com água do mar ora não, ou à vontade dos mares sempre sofrem patologias e desgastes mecânicos; que exigem permanente manutenção. O Brasil atualmente; possuí vários equipamentos e construções que estão em contato direto ou semidireto com o mar. Recife capital de Pernambuco, é uma das cidades que mais tem equipamentos urbanos em contato com a água do mar. Edifícios, pontes, ancoradouros, passarelas, piers, enfim projetos que determinam estruturas em concreto em ambiente marítimo: ambientes de zona submersa, parcialmente submersa, zona de maré, zona de respingo e zona de névoa. As águas do mar contem elevada quantidade de íons de cloretos; e essa exposição torna mais vulnerável essas estruturas de concreto. Esta dissertação pesquisou e estudou a penetração de cloretos, de acordo com parametros da ISO TC 71/SC 1 de 26/07/2010, ISO/WD 1920-11, ISO TC 71/SC 1/WG SII, e a ABNT NBR 12655, experimentando corpos de prova de concreto, de diferentes resistèncias que ficaram parcialmente imersos em água do mar; verificando quantidade e a profundidade de penetração de íons de cloretos. Portanto, o principal objetivo deste trabalho foi, através de ensaios quimicos, a definição do quantitativo de íons de cloretos em exemplares com concreto de traços de diferentes resistências, à diferentes profundidades. De acordo com as expectativas, verificou-se com os ensaios em laboratórios que quanto e mais rico o traço de concreto, acontece menor quantidade de penetração de íons de cloretos. Portanto se pode dizer que o percentual de penetração de íons cloreto é menor para o traço rico, em relação ao traço médio e o pobre em todas as perfurações feitas nos corpos de prova estudados.

L'objectif de ce travail est de comprendre l'influence des particules très fines sur le phénomène de ré-agglomération lors du broyage. Des billes de verre de taille 0 à 20 µm avec un pourcentage massique variant entre 0 à 1% sont ajoutées dans un tas granulaire de billes de verre de 200 à 300 µm dans un tambour tournant cylindrique de diamètre et longueur 10 cm. La présence des particules fines montre un effet ambivalent sur la stabilité du tas granulaire. Nous avons établi un diagramme de stabilité du milieu granulaire en fonction de la concentration de particules fines et cherché à quantifier l'effet des fines combiné avec d'autres paramètres (humidité relative et vitesse de rotation du tambour). La stabilité d'un tas granulaire dans un tambour tournant est déterminée par la mesure de son angle maximum de stabilité θm. Dans un premier temps, nous avons étudié l'évolution de cet angle à des vitesses de rotation différentes. Les expériences montrent qu'à faible concentration (< 0; 15%), le tas se déstabilise par avalanches lorsque le tambour tourne, θm diminue lorsqu'on augmente la quantité de fines. Quand la vitesse de rotation augmente, le mouvement du tas évolue du régime d'avalanche intermittent au régime d'écoulement continu. En revanche, lorsque la concentration des fines est supérieure à 0,15%, la déstabilisation du tas se traduit par un phénomène de stick-slip à la paroi du tambour, et la quantité de fines augmente la stabilité du tas. Ce comportement apparemment contradictoire est lié au fait que la localisation de la déstabilisation est modifiée. Dans le régime des faibles concentrations, les avalanches commencent à la surface du tas, et le remplissage de l'espace intermédiaire entre les grosses billes par les fines rend la surface de plus en plus lisse, ce qui déstabilise le tas. Par ailleurs, les fines induisent une augmentation de la cohésion du tas par la nucléation des ponts capillaires entre les grains. Ainsi, dans le régime des fortes concentrations, le tas granulaire se comporte comme un corps solide et la déstabilisation a lieu à l'interface tas-tambour. Nous avons également étudié l'influence de l'humidité relative sur la stabilité et montré que dans le régime de faible concentration de particules fines, la déstabilisation est indépendante de l'humidité. D'autre part dans le régime des hautes teneurs en fines, une humidité relative élevée induit une forte cohésion due à la condensation capillaire entre les grains et le tambour ce qui entraîne une augmentation de l'angle maximum de stabilité.