Fracture toughness of conventional, resin-modified glass-ionomer and composite luting cements

被引:48
|
作者
Mitchell, CA
Douglas, WH
Cheng, YS
机构
[1] Queens Univ Belfast, Royal Victoria Hosp, Sch Clin Dent, Div Restorat Dent, Belfast BT12 6BP, Antrim, North Ireland
[2] Univ Minnesota, Minnesota Dent Res Ctr Biomat & Biomech, Minneapolis, MN USA
基金
澳大利亚研究理事会; 英国医学研究理事会;
关键词
glass-ionomer cement; chevron notch short rod technique; fracture toughness;
D O I
10.1016/S0109-5641(99)90024-6
中图分类号
R78 [口腔科学];
学科分类号
1003 ;
摘要
Objectives: This study was conducted to determine if significant differences existed between the fracture toughness of three types of luting cement, and, if the method of mixing conventional glass-ionomer luting cements, hand-mixed or mechanically mixed, influenced the value obtained. Methods: Three types of luting cement were investigated: conventional glass-ionomer cement (two handmixed and two capsulated cements, KetacCem, Fuji I and KetacCem Maxicap, Fuji Cap I), a resin-modified glass-ionomer cement (Vitremer Luting Cement) and a resin composite cement (Scotchbond Resin Cement). Eleven specimens of each of the six cements were fabricated to determine the plane strain fracture toughness using the chevron notch short rod technique. After seven days the specimens were loaded in a water bath, at a crosshead speed of 4 mu m/s and the fracture toughness values calculated. Results: ANOVA indicated significant differences between the cements (p < 0.0001) and each cement was compared with all others using Fishers PSLD test (p < 0.05). The rank order of results from highest fracture toughness value to lowest (mean +/- s.d.) was Scotchbond Resin Cement (1.31 +/- 0.17), Vitremer Luting Cement (1.08 +/- 0.1), Fuji Cap I (0.37 +/- 0.04), KetacCem Maxicap (0.37 +/- 0.05), Fuji I (0.34 +/- 0.04), KetacCem (0.27 +/- 0.03). Significance: Of the cements tested, the resin composite cement is most likely to resist clinical failure by cement cohesive failure. (C) 1999 Academy of Dental Materials. Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:7 / 13
页数:7
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