Shear bond strength of resinous cements to Zirconia Katana™ UTML

Detalhes bibliográficos
Autor(a) principal: Martins, Mariana Cristina Teixeira
Data de Publicação: 2022
Outros Autores: Franco, Amanda Gonçalves, Carvalho, Geraldo Alberto Pinheiro de, Dias, Sérgio Candido, Martins, Caio Marques, Mecca Junior, Silvio, Perez, Fabiano, Ramos, Elimario Venturin, Franco, Aline Batista Gonçalves
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Research, Society and Development
Texto Completo: https://rsdjournal.org/index.php/rsd/article/view/26497
Resumo: The aim of this study is to assess the bond strength of three resinous cements to Zirconia Katana™ UTML (Kuraray Noritake Dental Inc, Miyoshi, Aichi, Japan). Thirty-six blocks of Zirconia were milled and included in polyvynil chloride (PVC) pipes with self-polymerizable acrylic resin. Each sample was polished in a polishing machine, blasted with aluminum particles, cleaned with ultrasound, and dried with compressed air. The cementation was done according to the protocol recommended by the manufacturer. The samples were divided in 3 groups (n=12) according to the resinous cement used: Group R - RelyX™ U200 Automix (3M ESPE, Sumaré, São Paulo, Brazil); Group M - Multilink® N (Ivoclar Vivadent, Schaan, Liechtenstein); and Group P - Panavia™ V5 Paste (Kuraray Noritake Dental Inc, Cotia, São Paulo, Brazil). The shear stress test was performed in EMIC DL2000 (EMIC, São Paulo, SP, Brazil), and failure type was analyzed. Average bond strengths were 5.4 kgf, 5.8 kgf, and 6.68 kgf for groups R1, M1 and P1, respectively. Variance analysis showed no significant difference between groups. None of the groups showed cohesive failure; there was no significant difference in the frequency of mixed and adhesive failure between groups. All three cements showed similar performance in the tests.
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spelling Shear bond strength of resinous cements to Zirconia Katana™ UTMLResistencia de la unión al cizallamiento de los cementos de resina a Zirconia Katana™ UTMLResistência de união ao cisalhamento de cimentos resinosos a Zircônia Katana™ UTMLCimentaçãoAgentes cimentantesResistência ao cisalhamento.CementaciónAgentes cementantesResistencia a la cizalladura.CementingCementing AgentsShear strength.The aim of this study is to assess the bond strength of three resinous cements to Zirconia Katana™ UTML (Kuraray Noritake Dental Inc, Miyoshi, Aichi, Japan). Thirty-six blocks of Zirconia were milled and included in polyvynil chloride (PVC) pipes with self-polymerizable acrylic resin. Each sample was polished in a polishing machine, blasted with aluminum particles, cleaned with ultrasound, and dried with compressed air. The cementation was done according to the protocol recommended by the manufacturer. The samples were divided in 3 groups (n=12) according to the resinous cement used: Group R - RelyX™ U200 Automix (3M ESPE, Sumaré, São Paulo, Brazil); Group M - Multilink® N (Ivoclar Vivadent, Schaan, Liechtenstein); and Group P - Panavia™ V5 Paste (Kuraray Noritake Dental Inc, Cotia, São Paulo, Brazil). The shear stress test was performed in EMIC DL2000 (EMIC, São Paulo, SP, Brazil), and failure type was analyzed. Average bond strengths were 5.4 kgf, 5.8 kgf, and 6.68 kgf for groups R1, M1 and P1, respectively. Variance analysis showed no significant difference between groups. None of the groups showed cohesive failure; there was no significant difference in the frequency of mixed and adhesive failure between groups. All three cements showed similar performance in the tests.El objetivo de este estudio fue analizar la fuerza de unión entre tres cementos de resina a Katana™ Zirconia UTML (Kuraray Noritake Dental Inc, Miyoshi, Aichi, Japón). Para ello se fresaron 36 bloques de zirconia y se incluyeron en tubos de policloruro de vinilo (PVC) con resina acrílica autopolimerizable. Cada muestra fue pulida en la pulidora, arenada con partículas de alúmina y limpiada ultrasónicamente. Los bloques fueron secados al aire antes de recibir sus respectivos cementos, respetando el protocolo de cementación recomendado por los fabricantes. Las muestras se dividieron en tres grupos (n=12) según el cemento resinoso utilizado: Grupo R - RelyX™ U200 Automix (3M ESPE, Sumaré, São Paulo, Brasil); Grupo M - Multilink® N (Ivoclar Vivadent, Schaan, Liechtenstein); y Grupo P - Pasta Panavia™ V5 (Kuraray Noritake Dental Inc, Cotia, São Paulo, Brasil). El ensayo de corte mecánico se realizó en el EMIC DL2000 (EMIC, São Paulo, SP, Brasil) y también se analizó el modo de falla. Los resultados mostraron un valor promedio de fuerza de unión de 5,4 kgf para el grupo R1, 5,8 kgf para el grupo M1 y 6,68 kgf para el grupo P1. El análisis de varianza no mostró diferencias estadísticamente significativas entre los grupos. No hubo falla cohesiva en ningún grupo; y no hubo diferencia en los modos de falla adhesivos y mixtos entre los grupos. Se concluyó que los tres cementos presentaron el mismo comportamiento frente al ensayo realizado.O objetivo deste estudo foi analisar a resistência de união entre três cimentos resinosos à Katana™ Zircônia UTML (Kuraray Noritake Dental Inc, Miyoshi, Aichi, Japão). Para isso, 36 blocos de zircônia foram fresados e incluídos em tubos de policloreto de vinila (PVC) com resina acrílica autopolimerizável. Cada amostra foi polida na politriz, jateada com partículas de alumina e limpas em ultrassom. Os blocos foram secos com jato de ar antes de receberem seus respectivos cimentos, respeitando o protocolo de cimentação recomendado pelos fabricantes. As amostras foram divididas em três grupos (n=12) de acordo com o cimento resinoso utilizado: Grupo R - RelyX™ U200 Automix (3M ESPE, Sumaré, São Paulo, Brasil); Grupo M - Multilink® N (Ivoclar Vivadent, Schaan, Liechtenstein); e Grupo P - Panavia™ V5 Paste (Kuraray Noritake Dental Inc, Cotia, São Paulo, Brasil). O ensaio mecânico de cisalhamento foi realizado na EMIC DL2000 (EMIC, São Paulo, SP, Brasil) e também foi analisado o modo de falha. Os resultados mostraram média do valor de resistência de união de 5,4kgf para o grupo R1, 5,8kgf para o grupo M1 e 6,68 kgf para o grupo P1. A análise de variância demonstrou não haver diferença estatisticamente significativa entre os grupos. Não houve falha coesiva em nenhum grupo; e não houve diferença nos modos de falha adesiva e mista entre os grupos. Concluiu-se que os três cimentos apresentaram o mesmo desempenho frente ao teste realizado.Research, Society and Development2022-02-22info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/2649710.33448/rsd-v11i3.26497Research, Society and Development; Vol. 11 No. 3; e31011326497Research, Society and Development; Vol. 11 Núm. 3; e31011326497Research, Society and Development; v. 11 n. 3; e310113264972525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIenghttps://rsdjournal.org/index.php/rsd/article/view/26497/23279Copyright (c) 2022 Mariana Cristina Teixeira Martins; Amanda Gonçalves Franco; Geraldo Alberto Pinheiro de Carvalho; Sérgio Candido Dias; Caio Marques Martins; Silvio Mecca Junior; Fabiano Perez; Elimario Venturin Ramos; Aline Batista Gonçalves Francohttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessMartins, Mariana Cristina Teixeira Franco, Amanda Gonçalves Carvalho, Geraldo Alberto Pinheiro de Dias, Sérgio Candido Martins, Caio Marques Mecca Junior, SilvioPerez, Fabiano Ramos, Elimario Venturin Franco, Aline Batista Gonçalves 2022-03-09T13:44:38Zoai:ojs.pkp.sfu.ca:article/26497Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:44:31.643502Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false
dc.title.none.fl_str_mv Shear bond strength of resinous cements to Zirconia Katana™ UTML
Resistencia de la unión al cizallamiento de los cementos de resina a Zirconia Katana™ UTML
Resistência de união ao cisalhamento de cimentos resinosos a Zircônia Katana™ UTML
title Shear bond strength of resinous cements to Zirconia Katana™ UTML
spellingShingle Shear bond strength of resinous cements to Zirconia Katana™ UTML
Martins, Mariana Cristina Teixeira
Cimentação
Agentes cimentantes
Resistência ao cisalhamento.
Cementación
Agentes cementantes
Resistencia a la cizalladura.
Cementing
Cementing Agents
Shear strength.
title_short Shear bond strength of resinous cements to Zirconia Katana™ UTML
title_full Shear bond strength of resinous cements to Zirconia Katana™ UTML
title_fullStr Shear bond strength of resinous cements to Zirconia Katana™ UTML
title_full_unstemmed Shear bond strength of resinous cements to Zirconia Katana™ UTML
title_sort Shear bond strength of resinous cements to Zirconia Katana™ UTML
author Martins, Mariana Cristina Teixeira
author_facet Martins, Mariana Cristina Teixeira
Franco, Amanda Gonçalves
Carvalho, Geraldo Alberto Pinheiro de
Dias, Sérgio Candido
Martins, Caio Marques
Mecca Junior, Silvio
Perez, Fabiano
Ramos, Elimario Venturin
Franco, Aline Batista Gonçalves
author_role author
author2 Franco, Amanda Gonçalves
Carvalho, Geraldo Alberto Pinheiro de
Dias, Sérgio Candido
Martins, Caio Marques
Mecca Junior, Silvio
Perez, Fabiano
Ramos, Elimario Venturin
Franco, Aline Batista Gonçalves
author2_role author
author
author
author
author
author
author
author
dc.contributor.author.fl_str_mv Martins, Mariana Cristina Teixeira
Franco, Amanda Gonçalves
Carvalho, Geraldo Alberto Pinheiro de
Dias, Sérgio Candido
Martins, Caio Marques
Mecca Junior, Silvio
Perez, Fabiano
Ramos, Elimario Venturin
Franco, Aline Batista Gonçalves
dc.subject.por.fl_str_mv Cimentação
Agentes cimentantes
Resistência ao cisalhamento.
Cementación
Agentes cementantes
Resistencia a la cizalladura.
Cementing
Cementing Agents
Shear strength.
topic Cimentação
Agentes cimentantes
Resistência ao cisalhamento.
Cementación
Agentes cementantes
Resistencia a la cizalladura.
Cementing
Cementing Agents
Shear strength.
description The aim of this study is to assess the bond strength of three resinous cements to Zirconia Katana™ UTML (Kuraray Noritake Dental Inc, Miyoshi, Aichi, Japan). Thirty-six blocks of Zirconia were milled and included in polyvynil chloride (PVC) pipes with self-polymerizable acrylic resin. Each sample was polished in a polishing machine, blasted with aluminum particles, cleaned with ultrasound, and dried with compressed air. The cementation was done according to the protocol recommended by the manufacturer. The samples were divided in 3 groups (n=12) according to the resinous cement used: Group R - RelyX™ U200 Automix (3M ESPE, Sumaré, São Paulo, Brazil); Group M - Multilink® N (Ivoclar Vivadent, Schaan, Liechtenstein); and Group P - Panavia™ V5 Paste (Kuraray Noritake Dental Inc, Cotia, São Paulo, Brazil). The shear stress test was performed in EMIC DL2000 (EMIC, São Paulo, SP, Brazil), and failure type was analyzed. Average bond strengths were 5.4 kgf, 5.8 kgf, and 6.68 kgf for groups R1, M1 and P1, respectively. Variance analysis showed no significant difference between groups. None of the groups showed cohesive failure; there was no significant difference in the frequency of mixed and adhesive failure between groups. All three cements showed similar performance in the tests.
publishDate 2022
dc.date.none.fl_str_mv 2022-02-22
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://rsdjournal.org/index.php/rsd/article/view/26497
10.33448/rsd-v11i3.26497
url https://rsdjournal.org/index.php/rsd/article/view/26497
identifier_str_mv 10.33448/rsd-v11i3.26497
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://rsdjournal.org/index.php/rsd/article/view/26497/23279
dc.rights.driver.fl_str_mv https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Research, Society and Development
publisher.none.fl_str_mv Research, Society and Development
dc.source.none.fl_str_mv Research, Society and Development; Vol. 11 No. 3; e31011326497
Research, Society and Development; Vol. 11 Núm. 3; e31011326497
Research, Society and Development; v. 11 n. 3; e31011326497
2525-3409
reponame:Research, Society and Development
instname:Universidade Federal de Itajubá (UNIFEI)
instacron:UNIFEI
instname_str Universidade Federal de Itajubá (UNIFEI)
instacron_str UNIFEI
institution UNIFEI
reponame_str Research, Society and Development
collection Research, Society and Development
repository.name.fl_str_mv Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)
repository.mail.fl_str_mv rsd.articles@gmail.com
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