首页> 外文期刊>The journal of adhesive dentistry >Effects of Cusp Inclination and Light-curing Time on Microshear Bond Strength of a Dual-cure, Self-adhesive Composite Cement to Zirconia.
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Effects of Cusp Inclination and Light-curing Time on Microshear Bond Strength of a Dual-cure, Self-adhesive Composite Cement to Zirconia.

机译:CUSP倾斜和光固化时间对双固加工,自粘复合水泥对氧化锆的微粘键强度的影响。

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To evaluate the effect of cusp inclination and light-curing time on the microshear bond strength (μSBS) between zirconia and a dual-cure self-adhesive composite cement and zirconia. Forty U-shaped specimens with angled surfaces, simulating different cusp inclinations (0 degrees, 20 degrees, and 30 degrees), were fabricated from zirconia blocks (Zenostar, Wieland). The specimens were randomly divided into two groups (n = 20) according to different light-curing times of the adhesive composite cements (20 s and 40 s). Three polyethylene tubes filled with a dual-curing self-adhesive composite cement (Multilink Speed, Ivoclar Vivadent) were bonded to the surfaces of each specimen with light-curing times of 20 s and 40 s. The μSBS was tested using a universal testing machine with a crosshead speed of 0.5 mm/min. Failure analysis was performed. Two-way ANOVA (cusp inclination and light-curing time) followed by two independent samples t-test were used for statistical analyses (α = 0.05). The composite cement showed various bond strengths to angled zirconia surfaces (7.07 ± 1.69 to 13.91 ± 3.11 MPa). The μSBS between composite cement and 0-degree zirconia surfaces was statistically higher than that of 20- and 30-degree zirconia surfaces. The composite cement light cured for 40 s showed nonsignificantly higher μSBS than did the composite cement cured for 20 s. Adhesive failure was the most common failure mode. Cusp inclination affected bond strength between the dual-curing self-adhesive composite cement and zirconia.
机译:评价氧化锆与双固化自粘复合水泥和氧化锆在氧化锆和双固化自粘复合水泥和氧化锆之间的CUSP倾斜和光固化时间对微烷粘合强度(μSB)的影响。具有成角度表面的四十个U形标本,模拟不同的尖端倾斜(0度,20度和30度),由氧化锆块(Zenostar,Wieland)制成。根据粘合剂复合水泥的不同光固化时间(20s和40秒),将样品随机分为两组(n = 20)。填充有双固化自粘复合水泥(多链路速度,IVoclar Vievadent)的三种聚乙烯管与20 s和40秒的光固化时间键合到每个样品的表面上。使用十字头速度为0.5mm / min的通用试验机测试μSB。进行了故障分析。双向ANOVA(CUSP倾斜和光固化时间),然后用于两个独立样品T检验用于统计分析(α= 0.05)。复合水泥显示出各种粘合强度,直角氧化锆表面(7.07±1.69至13.91±3.11MPa)。复合水泥和0度氧化锆表面之间的μSB统计学上高于20-和30度氧化锆表面。固化40秒的复合水泥光显着高于μSBs,而不是复合水泥固化20s。粘合衰竭是最常见的故障模式。 CUSP倾角影响了双固化自粘复合水泥和氧化锆之间的粘合强度。

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