Efeito na adesão de pinos de fibra de vidro na dentina radicular após irrigação com diferentes formulações de ácido peracético e cimentação com RelyX U200

Pós-graduação em Odontologia - FOAR

Avaliação da influência de materiais obturadores endodônticos sobre a resistência de união adesiva de pinos de fibra de vidro cimentados

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Cultura e(m) telecolaboração: uma análise de parcerias de teletandem institucional

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Cyberhooligans: a manifestação da violência das redes sociais

Pós-graduação em Desenvolvimento Humano e Tecnologias - IBRC

Processamento auditivo (central) em escolares das séries iniciais de alfabetização

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Verificação de pilares metálicos compostos constituídos por perfis formados a frio por meio de programa computacional

In this work, we discuss the procedures adopted for the design of built-up columns (laced and battened columns). Built-up columns are widely used in steel construction generally when the compression forces are relatively low and the column buckling lengths are large. They are commonly used in industrial buildings, for example, as posts for cladding, or as columns supporting a crane girder. Unlike columns with full section, in the case of built-up columns, it is necessary to evaluate the shear stiffness. In fact, the shear strength leads to a significant reduction of the critical load. In the context of this work, the components of the columns (chords, diagonals, posts, etc.) are formed by cold-formed members. In order to systematize and rationalize the verification of the built-up columns, this work aim to develop a computer program based on the standards NBR 14762, NBR 6355 and Eurocode 3, basically the considerations of the part EN 1993-1-1

Influência do comprimento do pino de fibra de vidro na resistência à fratura de raízes fragilizadas

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Processamento auditivo (central) em escolares das séries iniciais de alfabetização

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Verificação de pilares metálicos compostos constituídos por perfis formados a frio por meio de programa computacional

In this work, we discuss the procedures adopted for the design of built-up columns (laced and battened columns). Built-up columns are widely used in steel construction generally when the compression forces are relatively low and the column buckling lengths are large. They are commonly used in industrial buildings, for example, as posts for cladding, or as columns supporting a crane girder. Unlike columns with full section, in the case of built-up columns, it is necessary to evaluate the shear stiffness. In fact, the shear strength leads to a significant reduction of the critical load. In the context of this work, the components of the columns (chords, diagonals, posts, etc.) are formed by cold-formed members. In order to systematize and rationalize the verification of the built-up columns, this work aim to develop a computer program based on the standards NBR 14762, NBR 6355 and Eurocode 3, basically the considerations of the part EN 1993-1-1

Influência do comprimento do pino de fibra de vidro na resistência à fratura de raízes fragilizadas

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Fiber Post Cementation Strategies: Effect of Mechanical Cycling on Push-out Bond Strength and Cement Polymerization Stress

Purpose: To evaluate the effect of mechanical cycling and cementation strategies on the push-out bond strength between fiber posts and root dentin and the polymerization stresses produced using three resin cements. Materials and Methods: Eighty bovine mandibular teeth were sectioned to a length of 16 mm, prepared to 12 mm, and embedded in self-curing acrylic resin. The specimens were then distributed into 8 groups (n = 10): Gr1 - Scotchbond Multi Purpose + RelyX ARC; Gr2 - Scotchbond Multi Purpose + RelyX ARC + mechanical cycling; Gr3 - AdheSE + Multilink Automix; Gr4 - AdheSE + Multilink Automix + mechanical cycling; Gr5 - phosphoric acid + RelyX U100 (self-adhesive cement); Gr6 - phosphoric acid+ RelyX U100 + mechanical cycling; Gr7 - RelyX U100; Gr8 - RelyX U100 + mechanical cycling. The values obtained from the push-out bond strength test were submitted to two-way ANOVA and Tukey's test (p = 0.05), while the values obtained from the polymerization stress test were subjected to one-way ANOVA and Tukey's test (alpha = 0.05). Results: Mechanical cycling did not affect the bond strength values (p = 0.236), while cementation strategies affected the push-out bond strength (p < 0.001). Luting with RelyX U100 and Scotch Bond Multi Purpose + RelyX ARC yielded higher push-out bond strength values. The polymerization stress results were affected by the factor "cement" (p = 0.0104): the self-adhesive cement RelyX U100 exhibited the lowest values, RelyX ARC resulted in the highest values, while Multi link Automix presented values statistically similar to the other two cements. Conclusion: The self-adhesive cement appears to be a good alternative for luting fiber posts due to the high push-out bond strengths and lower polymerization stress values.

Push-out bond strength and SEM evaluation of a new bonding approach into the root canal

Objective: This study evaluated the performance of different adhesive systems in fiber post placement aiming to clarify the influence of different hydrophobic experimental blend adhesives, and of one commercially available adhesive on the frictional retention during a luting procedure. Material and Methods: One luting agent (70 Wt% BisGMA, 28.5% TEGDMA; 1.5% p-tolyldiethanolamine) to cement fiber posts into root canals was applied with 4 different adhesive combinations: Group 1: The etched roots were rinsed with water for 30 s to remove the phosphoric acid, then rinsed with 99.6% ethanol for 30 s, and blot-dried. A trial adhesive (base to catalyst on a 1: 1 ratio) was used with an experimental luting agent (35% Bis-GMA, 14.37% TEGDMA, 0.5% EDMAB, 0.13% CQ); Group 2: A trial adhesive (base to catalyst on a 1: 2 ratio) was luted as in Group 1; Group 3: One-Step Plus (OSP, Bisco Inc.) following the ethanol bonding technique in combination with the luting agent as in Group 1; Group 4: OSP strictly following the manufacturer's instructions using the luting agent as in Group 1. The groups were challenged with push-out tests. Posted root slices were loaded until post segment extrusion in the apical-coronal direction. Failure modes were analyzed under scanning electron microscopy. Results: Push-out strength was not significantly influenced by the luting agent (p>0.05). No statistically significant differences among the tested groups were found as Group 1 (Exp 1 - ethanol-wet bonding technique)=Group 2 (Exp 2 - ethanol-wet bonding technique)= Group 3 (OSP - ethanol-wet bonding technique)= Group 4 (control, OSP - water-wet bonding technique) (p>0.05). The dominating failure modes in all the groups were cohesive/adhesive failures, which were predominantly observed on the post/luting agent interface. Conclusions: The results of this study support the hypothesis that the proposal to replace water with ethanol to bond fiber posts to the root canal using highly hydrophobic resin is plausible, but this seems to be more the proof of a concept than a clinically applicable procedure.

Composição e uso de ladrilhos nos quadros de portas e janelas em construções urbanas do século XVIII.

O artigo apresenta a caraterização e a análise dos ladrilhos utilizados em construções do século XVIII, na cidade de Paranaguá, no Estado do Paraná, avaliando principalmente sua composição química. Através da análise de microscópio eletrônico de varredura foi possível coletar informações que permitiram interpretações sobre a composição dessas peças. Em Paranaguá, grande parte das edificações setecentistas possui paredes em alvenaria de pedra enquanto a utilização desses ladrilhos esteve restrita às estruturas dos quadros de portas e janelas, como alternativa às vergas e umbrais de cantaria ou madeira usados em construções até a primeira metade do século XIX. Algumas ruínas existentes no centro histórico revelam fortes indícios dos materiais empregados, modo de assentamento e dimensões desses ladrilhos. Essas peças são mais delgadas do que os tijolos, ressaltando que estes elementos foram bastante empregados a partir da segunda metade do século XIX. Observando os ladrilhos a olho nu, é possível verificar a variedade de agregados que compõem as argilas. Sendo assim, este trabalho é uma contribuição para a história dos materiais e das técnicas construtivas da cidade de Paranaguá e sua relação de influências com a metrópole portuguesa, ao mesmo tempo em que permitiu apropriações e adaptações locais.

Comparison of different ultrasonic vibration modes for post removal

This in vitro study compared different ultrasonic vibration modes for intraradicular cast post removal. The crowns of 24 maxillary canines were removed, the roots were embedded in acrylic resin blocks, and the canals were treated endodontically. The post holes were prepared and root canal impressions were taken with self-cured resin acrylic. After casting, the posts were cemented with zinc phosphate cement. The samples were randomly distributed into 3 groups (n=8): G1: no ultrasonic vibration (control); G2: tip of the ultrasonic device positioned perpendicularly to core surface and close to the incisal edge; and G3: tip of the ultrasonic device positioned perpendicularly to core surface at cervical region, close to the line of cementation. An Enac OE-5 ultrasound unit with an ST-09 tip was used. All samples were submitted to the tensile test using an universal testing machine at a crosshead speed of 1 mm/min. Data were subjected to one-way ANOVA and Tukey's post-hoc tests (α=0.05). Mean values of the load to dislodge the posts (MPa) were: G1 = 4.6 (± 1.4) A; G2 = 2.8 (± 0.9) B, and G3= 0.9 (± 0.3) C. Therefore, the ultrasonic vibration applied with the tip of device close to the core's cervical area showed higher ability to reduce the retention of cast post to root canal.

A practical comparison of agile web frameworks

[ES] Los web frameworks son herramientas para mejorar el desarrollo y mantenimiento de sitios web. Aprender a utilizar un framework requiere varios meses y existen más de 100 web frameworks. Por ello es interesante que haya estudios que muestren sus diferencias. En este proyecto se realizó una comparativa de web frameworks para valorar sus diferencias, debilidades y fortalezas. Para seleccionar los web frameworks se utilizaron variables como las estadísticas de uso, popularidad y resultados en otras omparativas. Además, se decidió que los web frameworks seleccionados estuviesen basados en distintos lenguajes de programación. En base a esto se seleccionaron los web frameworks : Rails, Grails, Django y Codelgniter. Para compararlos se implementó una aplicación muy sencilla, MyBlog, con cada uno de ellos, un sistema de usuarios con blogs, posts y comentarios. La preparación para esta implementación consistió en : leer documentación sobre el lenguaje de programación, realizar un conjunto de ejercicios muy sencillos y leer la documentación del web framework. Todas estas tareas, incluida la implementación de MyBlog se tuvieron que realizar en un tiempo límite asignado. En base a este desarrollo se concluyó que Rails, Grails y Django son frameworks que requieren mucho tiempo en su aprendizaje, mientras que Codelgniter es mucho más sencillo de aprender. Sin embargo, los primeros producen un código más conciso y menos repetitivo, mientras que el último resulta en un código repetitivo y extenso. Por otro lado, la documentación de Grails era de baja calidad e incrementaba la dificultad en su aprendizaje. Rails y Django presentan una buena documentación. Rails es el único framework con un gran soporte para migraciones y Javascript. Django es el único que soporta las class-based views. Grails es el único que soporta internacionalización desde la generación de código.