Durability of feldspathic veneering ceramic on glass-infiltrated alumina ceramics after long-term thermocycling.

This study compared the bond strength durability of a feldspathic veneering ceramic to glass-infiltrated reinforced ceramics in dry and aged conditions. Disc shaped (thickness: 4 mm, diameter: 4 mm) of glass-infiltrated alumina (In-Ceram Alumina) and glass-infiltrated alumina reinforced by zirconia (In-Ceram Zirconia) core ceramic specimens (N=48, N=12 per groups) were constructed according to the manufacturers' recommendations. Veneering ceramic (VITA VM7) was fired onto the core ceramics using a mold. The core-veneering ceramic assemblies were randomly divided into two conditions and tested either immediately after specimen preparation (Dry) or following 30000 thermocycling (5-55 oC±1; dwell time: 30 seconds). Shear bond strength test was performed in a universal testing machine (cross-head speed: 1 mm/min). Failure modes were analyzed using optical microscope (x20). The bond strength data (MPa) were analyzed using ANOVA (α=0.05). Thermocycling did not decrease the bond strength results for both In-Ceram Alumina (30.6±8.2 MPa; P=0.2053) and In-Ceram zirconia (32.6±9 MPa; P=0.3987) core ceramic-feldspathic veneering ceramic combinations when compared to non-aged conditions (28.1±6.4 MPa, 29.7±7.3 MPa, respectively). There were also no significant differences between adhesion of the veneering ceramic to either In-Ceram Alumina or In-Ceram Zirconia ceramics (P=0.3289). Failure types were predominantly a mixture of adhesive failure between the veneering and the core ceramic together with cohesive fracture of the veneering ceramic. Long-term thermocycling aging conditions did not impair the adhesion of the veneering ceramic to the glass-infiltrated alumina core ceramics tested.

Adhesion of real seal to human root dentin treated with different solutions

The aim of this study was to evaluate the effects of different irrigants on sealer-dentin bond strength when using Real Seal. Thirty single-rooted teeth were divided into 3 groups. In one group, the teeth were irrigated with 3 mL of 2.5% NaOCl after each file change, flushed with 17% EDTA for 3 min and finally rinsed with 3 mL of 2.5% NaOCl. In the other two groups, rinse with NaOCl was replaced with 2% chlorhexidine gluconate (CHX) and 0.9% saline, respectively. Each root was sectioned transversally into apical, middle and coronal thirds to obtain 2-mm-thick slices. Each slice was filled with Real Seal and Resilon. Push-out test was used to analyze bond strength and failure modes were classified as adhesive, cohesive or mixed, according to SEM observations. The push-out test did not reveal any statistically significant difference (p>0.05) between the irrigants. However, the groups exhibited significantly different (p<0.05) bond strengths in terms of the root canal third. Higher bond strength was observed at the apical third when compared with coronal third, while middle third presented intermediary values. Fifteen specimens were analyzed by SEM (5 per group). Eleven specimens exhibited adhesive failures (5 in saline, 4 in NaOCl and 2 in CHX group); 2 cohesive failures were observed in the CHX group, and 1 mixed failure each was observed in the CHX and NaOCl groups. The tested irrigants did not influence the bond strength of Resilon and Real Seal to dentin. The apical third exhibited higher mean bond strengths and adhesive failures were predominant.

Fracture resistance of bovine incisors restored with different glass fiber posts: Effect of the diameter of fiber post

Aim: Compare the effect of three post designs on the fracture resistance and failure modes of composite core-fiber post-crownless tooth sets. Materials and Methods: Ninety bovine incisors were selected and divided into nine groups of 10 specimens. The teeth were assigned to three groups based on the post design: Cylindrical, tapered, and double-tapered. Each group was subdivided into three subgroups in accordance with the diameter of the post: Small (No.1), medium (No.2), and large (No.3). The Panavia F system was used for post cementation. The specimens were mounted in acrylic resin blocks with a layer of silicone rubber covering the roots. A universal testing machine compressively loaded the specimens from the palatal side at a crosshead speed of 1 mm/min and at an angle of 135I to the long axis of the teeth, until failure occurred. The failure mode was determined by a stereomicroscope inspection of all the specimens. Data were analyzed by one-way ANOVA and the Tukey test (P < 0.05). Results: The fracture resistance was affected by the type of post (P < 0.0001). A narrower diameter for all of the post systems allowed for higher resistance. The main failure mode in the large cylindrical group was catastrophic fractures, while the main failures in the other eight groups were favorable. Conclusion: Narrower diameter posts showed higher fracture resistance. The dominant failure pattern was repairable fracture, except for those with large cylindrical groups.

Surface agents' influence on the flexural strength of bilaminated ceramics

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Efeito do pré-tratamento da dentina radicular com clorexidina e etanol na retenção de pinos de fibra de vidro cimentados com cimento resinoso

Pós-graduação em Ciências Odontológicas - FOAR

Influência da matriz polimérica e dos métodos de extração de corpos de prova em compósitos de fibra de carbono

Pós-graduação em Engenharia Mecânica - FEB

Monitoramento e avaliação da condição de um sistema propulsor aeronaútico através de técnicas de análise de partículas em óleos lubrificantes

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Análise experimental de lajes lisas unidirecionais de concreto armado com pilares retangulares ao puncionamento

Foram analisadas experimentalmente 8 (oito) lajes lisas de concreto armado sem armadura de cisalhamento, variando-se a taxa de armadura de flexão secundária e a maior dimensão dos pilares (cmax). As lajes de dimensões (1.800 x 1.800 x 110) mm, mesma armadura flexão principal, menor dimensão dos pilares (cmin) constante e igual a 85 mm, resistência à compressão do concreto em torno de 40 MPa foram submetidas à carga no centro (punção simétrica), que simula um pilar interno de um pavimento. A aplicação da carga foi realizada em trechos de pilares moliticamente ligados às lajes com 150 mm de altura, com índices de retangularidade (r = cmax/cmin) variando de 1 a 7. O objetivo foi avaliar a influência do índice de retangularidade, que neste caso refletiu no aumento do perímetro de controle, no comportamento das lajes sob flexão, e possivelmente uma ruptura mais dúctil. O objetivo foi também analisar as cargas de ruptura estimadas a partir das recomendações de seis códigos de projeto nacionais e internacionais, comparando com os resultados experimentais obtidos e avaliando as estimativas ao puncionamento, uma vez que, quando as dimensões dos pilares são substancialmente diferentes pode ocorrer a polarização de tensões e o ganho de resistência não ocorre de forma diretamente proporcional ao aumento do perímetro dos pilares. Após analisar as influências do índice de retangularidade dos pilares e as contribuições da taxa de armadura de flexão secundária nas cargas últimas das lajes e nos modos de ruptura, observou-se que os resultados experimentais indicaram que essas variáveis além de elevar a resistência da ligação podem fornecer certa ductilidade à ruptura da laje. Observou-se também que a taxa de crescimento das resistências obtidas nos ensaios diminui com incrementos no perímetro de controle. Das observações referentes à comparação entre os valores de resistências das lajes, obtidas nos ensaios, verificou-se que o aumento da carga de ruptura experimental não se apresentou de forma linear, indicando que a taxa de crescimento da carga diminui com o aumento do perímetro do pilar ou da relação cmax/cmin quando se mantém constante a menor dimensão do pilar (Cmin).

Análise experimental de lajes lisas unidirecionais de concreto armado ao puncionamento simétrico ou assimétrico

O puncionamento é normalmente uma situação crítica no projeto de lajes lisas de concreto armado. Segundo várias normas de projeto, o puncionamento se desenvolve de maneira ainda mais desfavorável nos casos onde o carregamento atua de forma assimétrica, graças a momentos desbalanceados na ligação laje-pilar. Visando avaliar as recomendações normativas para estas situações, foram ensaiadas 12 lajes lisas unidirecionais de concreto armado ( c f ' entre 36 e 58 MPa) submetidas a puncionamento simétrico ou assimétrico. As lajes apresentavam dimensões de (1.800 x 1.800 x 110) mm com carregamento sendo aplicado através de uma chapa metálica simulando um pilar quadrado com (85 x 85 x 50) mm. O trabalho teve como variáveis, além da posição de carregamento, a taxa de armadura na direção transversal, objetivando avaliar a influência destas armaduras na resistência última ao puncionamento de lajes lisas unidirecionais. São apresentados e analisados os resultados dos deslocamentos verticais, deformações na superfície de concreto e nas armaduras de flexão, mapas de fissuração, cargas últimas e modos de ruptura observados. Apresentam-se ainda os resultados da avaliação das recomendações de 6 normas de projeto, sendo 3 européias e 1 norte americana, além das versões de 1978 e 2003 da norma brasileira para projeto de estruturas de concreto. Foi realizada também uma análise numérica utilizando o Método dos Elementos Finitos para idealizar o comportamento das lajes, comparando-se os resultados desta análise elástica com aqueles verificados experimentalmente. Os resultados indicaram que, ao contrário do que as normas prescrevem, a resistência ao puncionamento não diminui de forma linear com o aumento da excentricidade do carregamento, com a flexão influenciando significativamente na resistência última ao puncionamento. Os resultados indicam também que, mesmo em lajes unidirecionais, a taxa de armadura transversal apresenta influência significativa na distribuição dos esforços na laje, interferindo na resistência à punção.

Avaliação da retençao de coroas de Ytrio-zircônia cimentadas à diferentes substratos, com quatro agentes cimentantes, após termociclagem

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Filmes de SiOx crescidos em substrato de zircônia tetragonal policristalina estabilizada por ítria: influência na durabilidade da adesão a cimentos resinosos

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Plataforma regular versus switching: estudo mecânico por meio de testes laboratoriais de fadiga e análise de elementos finitos em implantes com hexágono externo e interno

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Avaliação da confiabilidade e modo de falha de coroas cerâmicas parafusadas a implantes osseointegráveis de diferentes conexões

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Comparison of Physicochemical Surface Conditioning Methods for Adhesion of bis-GMA Resin Cement to Particulate Filler Composite and Surface Characterization

This study compared the effect of physicochemical surface conditioning methods on the adhesion of bis-GMA-based resin cement to particulate filler composite (PFC) used for indirect dental restorations. PFC blocks (N (block)=54, n (block)=9 per group) were polymerized and randomly subjected to one of the following surface conditioning methods: a) No conditioning (Control-C), b) Hydrofluoric acid (HF)etching for 60s (AE60), c) HF for 90s (AE90), d) HF for 120s (AE120), e) HF for 180s (AE180), and f) air-abrasion with 30 mu m silica-coated alumina particles (AB). The conditioned surfaces were silanized with an MPS silane, and an adhesive resin was applied. Resin composite blocks were bonded to PFC using resin cement and photo-polymerized. PFC-cement-resin composite blocks were cut under coolant water to obtain bar specimens (1mmx0.8mm). Microtensile bond strength test (mu TBS)was performed in a universal testing machine (1mm/min). After debonding, failure modes were classified using stereomicroscopy. Surface characterization was performed on a set of separate specimen surfaces using Scanning Electron Microscopy (SEM), X-Ray Dispersive Spectroscopy (XDS), X-Ray Photoelectron Spectroscopy (XPS), and Fourier Transform-Raman Spectroscopy (FT-RS). Mean mu TBS (MPa) of C (35.6 +/- 4.9) was significantly lower than those of other groups (40.2 +/- 5.6-47.4 +/- 6.1) (p<0.05). The highest mu TBS was obtained in Group AB (47.4 +/- 6.1). Prolonged duration of HF etching increased the results (AE180: 41.9 +/- 7), but was not significantly different than that of AB (p>0.05). Failure types were predominantly cohesive in PFC (34 out of 54) followed by cohesive failure in the cement (16 out of 54). Degree of conversion (DC) of the PFC was 63 +/- 10%. SEM analysis showed increased irregularities on PFC surfaces with the increased etching time. Chemical surface analyses with XPS and FT-RS indicated 11-70% silane on the PFC surfaces that contributed to improved bond strength compared to Group C that presented 5% silane, which seemed to be a threshold. Group AB displayed 83% SiO2 and 17% silane on the surfaces.

Mechanical Evaluation of Four Narrow-Diameter Implant Systems

Purpose: This study aimed to evaluate the survival probability of four narrow-diameter implant systems when subjected to fatigue loading. Materials and Methods: Seventy-two narrow-diameter implants to be restored with single-unit crowns were divided into four groups (n = 18): Astra Tech (3.5-mm diameter), with a standard connection (ASC); BioHorizon (3.4-mm diameter), with a standard connection (BSC); Intra-Lock (3.4-mm diameter), with a standard multilobular connection (ISC); and Intra-Lock (3.4-diameter), with a modified square connection (IMC). The corresponding abutments were screwed onto the implants, and standardized metal crowns (maxillary central incisors) were cemented and subjected to step-stress accelerated life testing in water. Use-level probability Weibull curves and reliability for 100,000 cycles at 150 and 200 N (90% two-sided confidence intervals) were calculated. Polarized light and scanning electron microscopes were used to access the failure modes. Results: The calculated survival probability for 100,000 cycles at 150 N was approximately 93% in group ASC, 98% in group BSC, 94% in group ISC, and 99% in group IMC. At 200 N, the survival rate was estimated to be approximately < 0.1% for ASC, 77% for BSC, 34% for ISC, and 93% for IMC. Abutment screw fracture was the main failure mode for all groups. Conclusions: Although the probability of survival was not significantly different among systems at a load of 150 N, a significant decrease was observed at 200 N for all groups except IMC.