Academic literature on the topic 'Curd Formation'

La formation des analystes, articulant le problème thérapeutique des modes de résolution de la cure aux questions collectives de garantie et d’enseignement, pose avec acuité la question des conditions de transmission et de formation propres au champ de la psychopathologie. La thèse s’attache d'une part à expliciter les fondements de la question et les conséquences Cliniques et institutionnelles des options à cet endroit; d'autre part, à rendre compte de la cohérence interne et spécifique des modes de transmission de la psychanalyse, dans la voie épistémologique ouverte par Lacan, dont la « Proposition d’Octobre sur le psychanalyste de ’Ecole » est ici le texte de référence<br>The training of the psychoanalysts, articulating the therapeutic problem of the modes of resolution of the cure in the collective questions of guarantee and teaching, pose with acuteness the question of the conditions of transmission and training appropriate to the psychopathology. The thesis attempts on one hand to clarify the foundations of the questionand the clinical and institutional consequences of the options ; on the other hand, to report the internal and specific coherence of the modes of transmission of the psychoanalysis, in the epistemological way opened by Lacan, Whose is here the reference text. In the epistemological way opened by Lacan, whose « Proposition d’Octobre sur le psychanalyste de l’Ecole » is here the reference text

Une augmentation de la température à jeune âge du béton peut être causée par la chaleur d’hydratation dans le cas d’éléments massifs ou par l’application d’un traitement thermique dans l’industrie de la préfabrication. Lorsque le couple critique température maximale/durée de maintien est dépassé, il y a formation différée de l’ettringite (DEF) expansive pouvant fissurer les pièces. Les travaux présentés dans ce mémoire ont pour but principal d’établir une limite sécuritaire pour des mélanges V-S pour béton de masse et V-P pour béton préfabriqué régulièrement utilisés par le Ministère des Transports du Québec. Ces bétons utilisent des liants binaires composés de fumée de silice de type GUb-SF et des liants ternaires composés de fumée de silice et de cendres volantes ou de laitier de haut-fourneau. La norme canadienne actuelle (CSA A23.1-14 et CSA A23.4-16) impose une limite fixe de température qui ne dépend ni de la durée de traitement ni du type de liant utilisé. Le lien, souvent énoncé dans la littérature, entre la réponse d’un liant à un traitement thermique et sa composition chimique et minéralogique, déterminé respectivement par fluorescence X et diffraction des rayons X couplée par la méthode de calcul Rietveld, a pu être confirmé. Le rapport SO3 solubles/Al2O3 est notamment ce qui permet la meilleure estimation de la sensibilité d’un liant. Le processus de formation différée de l’ettringite est lent et peut prendre plusieurs années. Donc, pour étudier le phénomène, des méthodes d’essais accélérés ont été testées. Des méthodes ont ainsi pu être proposées pour de futurs tests. Une méthode d’essai rapide d’expansion de barres de mortier permet d’identifier les liants les plus sensibles à la DEF. La formation de la DEF dans les liants les moins sensibles peut être appréciée par le gain de masse de prismes de béton et leur observation microstructurale au microscope électronique à balayage (MEB). Une méthode sur bétons de masse et bétons préfabriqués permet de classer le degré de sensibilité d’un liant face à la DEF selon le gain de masse des prismes de béton. Les liants ternaires montrent une bonne résistance face à la DEF. La sensibilité des liants binaires dépend du rapport SO3 solubles/Al2O3 du liant.<br>Abstract : A heat cure for concrete can be caused by hydration in massive structures or by thermal treatment in prefabrication industry. When the limit couple maximum temperature/duration of treatment is exceeded, the delayed formation of ettringite occurs and leads to cracking in concrete. The main goal of the work presented in this essay is to establish a safe batch limit for some mixtures, VS (mass concrete) and V-P (precast concrete) which are often used by MTQ. These concretes use some cements blended with silica fume and ternary blended cements with silica fume and fly ash or blast furnace slag. Indeed, the current Canadian standard (CSA A23.1) set a limit which doesn’t depend on duration of the treatment nor the type of bender. However, the link between composition of the used bender, with can be determined by X-ray fluorescence and X-ray diffraction, and the response to a thermal treatment has been confirmed. The soluble SO3/Al2O3 ratio allows to estimate if a bender is sensitive to heat cure. The delayed formation of ettringite is a long process which can last a decade. In order to study this phenomenon, several accelerated test methods have been used. Some of them are available for some future tests. An accelerated expansion method using mortar bar allows to spot the DEF-sensitive benders. Delayed ettringite formation in the less sensitive bender can be estimated by weight gain in concrete prisms and by observation with scanning electron microscope (SEM). The sensitivity level of a bender can by estimated using a method based on weight gain. Ternary blended cements show a greater ability to withstand DEF. The sensibility of binary blended cements depends on soluble SO3/Al2O3 ratio.

LIMA, Ronaldo de Queiroz. Os Tremembé do Centro de Cura, em Queimadas: a formação de um grupo social. 2015. 240f. – Dissertação (Mestrado) – Universidade Federal do Ceará, Programa de Pós-graduação em Sociologia, Fortaleza (CE), 2015.<br>Submitted by Márcia Araújo (marcia_m_bezerra@yahoo.com.br) on 2015-12-16T12:21:24Z No. of bitstreams: 1 2015_dis_rqlima.pdf: 11999187 bytes, checksum: c683757d0462a7b571355ed6d91a5772 (MD5)<br>Approved for entry into archive by Márcia Araújo(marcia_m_bezerra@yahoo.com.br) on 2015-12-16T13:15:44Z (GMT) No. of bitstreams: 1 2015_dis_rqlima.pdf: 11999187 bytes, checksum: c683757d0462a7b571355ed6d91a5772 (MD5)<br>Made available in DSpace on 2015-12-16T13:15:44Z (GMT). No. of bitstreams: 1 2015_dis_rqlima.pdf: 11999187 bytes, checksum: c683757d0462a7b571355ed6d91a5772 (MD5) Previous issue date: 2015<br>Esta dissertação descreve o processo sociohistórico de formação do grupo Tremembé de Queimadas, dedicado a curar pessoas, a partir do diálogo constante com autores do campo da Antropologia Histórica, como também da Sociologia. Assim, é descrita a moldagem de um grupo social de curadores autoidentificados como Tremembé, em Queimadas, no município de Acaraú. O reconhecimento étnico, garantido pela Constituição brasileira, desse grupo indígena se deu atrelado à demanda dele pelo território tradicional. Diante disso, a organização política e social, na circunstância de luta por terra, dos Tremembé de Queimadas gerou um movimento de atualização cultural. Foi nesse movimento que se originou o grupo social dos Tremembé de Queimadas que se dedicam a curar pessoas, em meio ao processo de reorganização social e política desse grupo étnico. Essa prática cultural expressa a continuidade étnica do referido grupo ao longo de 88 anos, em Queimadas.<br>Cette recherche décrit le processus sociohistorique de formation du groupe Tremembé de Queimadas, dédié à guérir des personnes, à partir du dialogue constant avec les auteurs du domaine de l’Anthropologie Historique, comme de la Sociologie. Ainsi, on décrit la formation d’un groupe social de guérisseurs auto-identifiés comme Tremembé, à Queimadas, dans la commune d’Acaraú. La reconnaissance éthnique, assurée par la Constituition brésilienne, de ce groupe indigène est liée à sa demande par le territoire traditionnel. Devant cela, l’organisation politique et sociale, dans la circonstance de lutte par la terre, des Tremembé de Queimadas a géré un mouvement d’actualisation culturelle. Dans ce mouvement-là, il est né le groupe social des Tremembé de Queimadas qui se dédie à guérir des personnes au milieu du processus de la réorganisation sociale et politique de ce groupe éthnique. Cette pratique culturelle exprime la continuité éthnique de ce groupe au long de 88 ans, à Queimadas.

Pediococcus acidilactici as a lactic acid producer, and sucrose were added to breakfast strip products in order to reduce added levels of sodium nitrite and sodium chloride and yet limit the growth of Clostridium botulinum and inhibit toxin production. Sucrose at 0.4 or 0.9% with P. acidilactici at 1.0 x 10 cells/g were added during preparation of breakfast strip products prepared with combinations of 40 or 80 ppm sodium nitrite and 1.0 or 2.0% sodium chloride. Other ingredients were added at levels normally used in cured meat products. C. botulinum types A and B at 1,000 spores/g were inoculated during product preparation. The finished products were sliced, vacuum packed, double bagged, vacuum sealed again, and incubated at 27 C. Samples were analyzed before incubation and every week for 4 weeks for anaerobic plate counts, pH, residual nitrite, Most Probable Number counts, and botulinal toxin. The results revealed that 0.9% sucrose increased the acid production, thus inhibiting the botulinal growth and toxin formation in the products. Lactic acid bacteria and sucrose at 0.4% did not produce enough acid to inhibit toxin formation. Sodium nitrite at 40 ppm and sodium chloride at 1.0% permitted increased growth rate and toxin development of C. botulinum. Addition of 0.9% sucrose and P. acidilactici was necessary to provide antibotulinal properties to breakfast strip products prepared with 40 ppm sodium nitrite and 1.0% sodium chloride.

Submitted by Erika Demachki (erikademachki@gmail.com) on 2014-10-23T17:14:40Z No. of bitstreams: 2 Dissertação - Mário Henrique Gomes Brito - 2013.pdf: 6257761 bytes, checksum: 3ff568c727b44a8a7e645c8475216a03 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Approved for entry into archive by Jaqueline Silva (jtas29@gmail.com) on 2014-10-23T18:50:27Z (GMT) No. of bitstreams: 2 Dissertação - Mário Henrique Gomes Brito - 2013.pdf: 6257761 bytes, checksum: 3ff568c727b44a8a7e645c8475216a03 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Made available in DSpace on 2014-10-23T18:50:27Z (GMT). No. of bitstreams: 2 Dissertação - Mário Henrique Gomes Brito - 2013.pdf: 6257761 bytes, checksum: 3ff568c727b44a8a7e645c8475216a03 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5) Previous issue date: 2013-04-30<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES<br>The overall objective of this research, which was essentially experimental, is to study the influence of the isothermal period and the maximum temperature of the thermal cure cycle steam under atmospheric pressure in the development of compressive strength of concrete blocks over time. The influences of two other types of curing are also being investigated; curing by enveloping with plastic sheet and open air curing, considered the last case scenario for reference. This study specifically aimed to further our understanding on how to; a) evaluate and quantify the importance of adopting procedures for curing the average resistance (Fbm) and characteristic (fbk) strength to compression of concrete blocks, comparing the processes of thermal curing and curing by enveloping plastic sheet to open air curing; b) evaluate statistically the aging effect of blocks over its compressive strength; c) evaluate the interaction effects of the variables "type of cure" and "age analysis" of the results of compressive strength of concrete blocks; and d) identify the main changes in the microstructure of the blocks subjected to a thermal curing process, especially observing eventual delayed ettringite formation in the internal structure of the material. To examine the influence of maximum curing temperature, two levels were adopted; 65°C and 85°C. As for analyzing the influence of isothermal period, three levels were adopted; 3 hours, 4 hours and 5 hours. The age analysis was evaluated in five levels; 1, 3, 7, 28 and 91 days. The results showed that the worst condition for curing, or curing type, was the open air curing (curing time approximately equal to 24 hours), which led to a lower overall average result of compressive strength of concrete blocks, proving the importance of adopting procedures of curing to optimize the mechanical performance of concrete blocks. Furthermore, it was also determined that the best curing conditions were the curing with enveloping plastic sheet (curing time approximately equal to 24 hours) and the thermal curing with steam under atmospheric pressure isotherm of 65°C and isothermal period of 3 hours (curing time approximately equals 8.5 hours), which were considered statistically equal. It was also observed that there was no significant influence of the curing in maximum temperature in relation to the compressive strength of the blocks. In the other hand, the isothermal period was very significant; the best condition was 3 hours, while 4 hours and 5 hours were considered statistically equal. Regarding the delayed ettringite formation, it was only verified for thermal curing conditions of isothermal of 85°C and isothermal period of 4 hours and 5 hours.<br>O objetivo geral desta pesquisa, de caráter essencialmente experimental, é estudar a influência do período isotérmico e da temperatura máxima do ciclo de cura térmica a vapor sob pressão atmosférica no desenvolvimento da resistência à compressão de blocos de concreto ao longo do tempo. Paralelamente, foram investigadas ainda as influências de dois outros tipos de cura, a saber: cura por envelopamento com lona plástica e cura ao ar livre, considerada esta última a situação de referência. De modo específico, o estudo visou ainda: a) avaliar e quantificar a importância da adoção de procedimentos de cura nas resistências média (fbm) e característica (fbk) à compressão de blocos de concreto, comparando os processos de cura térmica e cura por envelopamento com lona plástica com a cura ao ar livre; b) avaliar estatisticamente o efeito da idade dos blocos sobre a sua resistência à compressão; c) avaliar a interação dos efeitos das variáveis “tipo de cura” e “idade de análise” sobre os resultados de resistência à compressão dos blocos de concreto; e d) identificar as principais transformações ocorridas na microestrutura dos blocos submetidos aos processos de cura térmica, em especial observando eventual formação de etringita tardia na estrutura interna do material. Para analisar a influência da temperatura máxima de cura, foram adotados dois níveis: 65°C e 85°C. Já para analisar a influência do período isotérmico, foram adotados três níveis: 3 horas, 4 horas e 5 horas. Por sua vez, a idade de análise foi avaliada em cinco níveis: 1, 3, 7, 28 e 91 dias. Os resultados mostraram que a pior condição de cura, ou seja, o tipo de cura que conduziu ao menor resultado médio global de resistência à compressão dos blocos de concreto, foi a cura ao ar livre (tempo de cura aproximadamente igual a 24 horas), comprovando a importância da adoção de procedimentos de cura para a otimização do desempenho mecânico dos blocos de concreto. Além disso, foi verificado ainda que as melhores condições de cura foram a cura por envelopamento com lona plástica (tempo de cura aproximadamente igual a 24 horas) e a cura térmica a vapor sob pressão atmosférica com isoterma de 65°C e período isotérmico de 3 horas (tempo de cura aproximadamente igual a 8,5 horas), os quais foram considerados, estatisticamente, iguais. Também foi verificado que não houve influência significativa da temperatura máxima de cura em relação à resistência à compressão dos blocos. Já o período isotérmico foi significativo, de modo que a melhor condição foi 3 horas, enquanto 4 horas e 5 horas foram considerados, estatisticamente, iguais. Quanto à formação de etringita tardia, esta só foi verificada para as condições de cura térmica com isoterma de 85°C e períodos isotérmicos de 4 horas e 5 horas.

Within manufacturing of metallic components, machining plays an important role and is of vital significance to ensure process reliability. From a cutting tool design perspective,  tool macro geometry  design  based on physics based  numerical modelling  is highly needed  that can predict chip morphology.  The chip morphology describes the chip shape geometry and the chip curl geometry. The prediction of chip flow and chip shape is vital in predicting chip breakage, ensuring good chip evacuation and lower surface roughness.  To this end, a platform where such a  numerical model’s chip morphology prediction  can be compared with experimental investigation is needed and is the focus of this work. The studied cutting processes are orthogonal cutting process and nose turning process. Numerical models that simulate the chip formation process are employed to predict the chip morphology and are accompanied by machining experiments. Computed tomography is used  to scan the chips obtained from machining experiments and its ability to capture the variation in  chip morphology  is evaluated.  For nose turning process,  chip  curl parameters during the cutting process are to be calculated. Kharkevich model is utilized in this regard to calculate the  ‘chip in process’ chip curl parameters. High speed videography is used to measure the chip side flow angle during the cutting process experiments and are directly compared to physics based model predictions. The results show that the methodology developed provides  the framework where advances in numerical models can be evaluated reliably from a chip morphology prediction capability view point for nose turning process. The numerical modeling results show that the chip morphology variation for varying cutting conditions is predicted qualitatively. The results of quantitative evaluation of chip morphology prediction shows that the error in prediction is too large to be used for predictive modelling purposes.