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학술정보공동활용체제 100% 가입 기념식 및 2003 KERIS 심포지움
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괴물 [비디오녹화자료]
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Developing an Information Flow-Based Currency Network and Predicting Exchange Rate Fluctuations
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Male-specific transcription initiation of the C4-Slp gene in mouse liver follows activation of STAT5
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Normal-Angle Dependence of the Interaction between Radiation Belt Electrons and Fast Magnetosonic Waves
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꿈은 오늘부터 가꿔도 괜찮아요 : 이시현의 헤어드림
- 검색키워드
- 저자 : J. de Brito (검색결과 2 건)
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- 기관 내 무료
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de Sá Maria Aparecida Barbosa,Nunes Eduardo,Antunes Alberto Nogueira da Gama,Brito Júnior Manoel,Horta Martinho Campolina Rebello,Amaral Rodrigo Rodrigues,Cohen Stephen,Silveira Frank Ferreira 대한치과보존학회 2021 Restorative Dentistry & Endodontics Vol.46 No.4
Objectives This study evaluates the bond strength and marginal adaptation of mineral trioxide aggregate (MTA) Repair HP and Biodentine used as apical plugs; MTA was used as reference material for comparison. Materials and Methods A total of 30 single-rooted teeth with standardized, artificially created open apices were randomly divided into 3 groups (n = 10 per group), according to the material used to form 6-mm-thick apical plugs: group 1 (MTA Repair HP); group 2 (Biodentine); and group 3 (white MTA). Subsequently, the specimens were transversely sectioned to obtain 2 (cervical and apical) 2.5-mm-thick slices per root. Epoxy resin replicas were observed under a scanning electron microscope to measure the gap size at the material/dentin interface (the largest and smaller gaps were recorded for each replica). The bond strength of the investigated materials to dentin was determined using the push-out test. The variable bond strengths and gap sizes were evaluated independently at the apical and cervical root dentin slices. Data were analyzed using descriptive and analytic statistics. Results The comparison between the groups regarding the variables' bond strengths and gap sizes showed no statistical difference (p > 0.05) except for a single difference in the smallest gap at the cervical root dentin slice, which was higher in group 3 than in group 1 (p < 0.05). Conclusions The bond strength and marginal adaptation to root canal walls of MTA HP and Biodentine cement were comparable to white MTA. Objectives This study evaluates the bond strength and marginal adaptation of mineral trioxide aggregate (MTA) Repair HP and Biodentine used as apical plugs; MTA was used as reference material for comparison. Materials and Methods A total of 30 single-rooted teeth with standardized, artificially created open apices were randomly divided into 3 groups (n = 10 per group), according to the material used to form 6-mm-thick apical plugs: group 1 (MTA Repair HP); group 2 (Biodentine); and group 3 (white MTA). Subsequently, the specimens were transversely sectioned to obtain 2 (cervical and apical) 2.5-mm-thick slices per root. Epoxy resin replicas were observed under a scanning electron microscope to measure the gap size at the material/dentin interface (the largest and smaller gaps were recorded for each replica). The bond strength of the investigated materials to dentin was determined using the push-out test. The variable bond strengths and gap sizes were evaluated independently at the apical and cervical root dentin slices. Data were analyzed using descriptive and analytic statistics. Results The comparison between the groups regarding the variables' bond strengths and gap sizes showed no statistical difference (p > 0.05) except for a single difference in the smallest gap at the cervical root dentin slice, which was higher in group 3 than in group 1 (p < 0.05). Conclusions The bond strength and marginal adaptation to root canal walls of MTA HP and Biodentine cement were comparable to white MTA.
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Flexural Behaviour of Reinforced Concrete Beams Made with Fine Recycled Concrete Aggregates
L. Evangelista,J. de Brito 대한토목학회 2017 KSCE Journal of Civil Engineering Vol.21 No.1
Even though in several countries there are regulations allowing, even at a small scale, the use of recycled aggregates in concrete production, practice shows that the cases in which this solution is implemented are still rare. However, in most of these countries the use of the fine Fraction of the Recycled Aggregates (FRA) from general Construction and Demolition Waste (CDW) is restricted or even banned. More recent studies have shown that the use of FRA is feasible and that the resulting mechanical performance is perfectly acceptable. This paper presents the flexural tests performed on reinforced concrete beams made with replacement of natural by recycled fine aggregates, comparing the results obtained in terms of ultimate load and deformation, ductility, bearing capacity and cracking with those from a reference beam, made with conventional concrete.
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