Fracture Strength and Fracture Patterns of Root-filled Teeth Restored With Direct Resin Composite Restorations Under Static and Fatigue Loading

被引:22
|
作者
Taha, N. A. [1 ]
Palamara, J. E. [2 ]
Messer, H. H. [2 ]
机构
[1] Jordan Univ Sci & Technol, Fac Dent, Conservat Dent Dept, Irbid, Jordan
[2] Univ Melbourne, Melbourne Dent Sch, Melbourne, Vic, Australia
关键词
ENDODONTICALLY-TREATED PREMOLARS; BIOMECHANICAL BEHAVIOR; MAXILLARY PREMOLARS; CUSPAL DEFLECTION; FIBER POSTS; RESISTANCE; COVERAGE; DENTIN; LONGEVITY; SANDWICH;
D O I
10.2341/13-006-L
中图分类号
R78 [口腔科学];
学科分类号
1003 ;
摘要
Aim: To assess fracture strength and fracture patterns of root-filled teeth with direct resin composite restorations under static and fatigue loading. Methodology: MOD cavities plus endodontic access were prepared in 48 premolars. Teeth were root filled and divided into three restorative groups, as follows 1) resin composite; 2) glass ionomer cement (GIC) core and resin composite; and 3) open laminate technique with GIC and resin composite. Teeth were loaded in a servohydraulic material test system. Eight samples in each group were subjected to stepped fatigue loading: a preconditioning load of 100 N (5000 cycles) followed by 30,000 cycles each at 200 N and higher loads in 50-N increments until fracture. Noncycled teeth were subjected to a ramped load. Fracture load, number of cycles, and fracture patterns were recorded. Data were analyzed using two-way analysis of variance and Bonferroni tests. Results: Fatigue cycling reduced fracture strength significantly (p<0.001). Teeth restored with a GIC core and a laminate technique were significantly weaker than the composite group (379 56 N, 352 67 N vs 490 78 N,p=0.001). Initial debonding occurred before the tooth underwent fracture. All failures were predominantly adhesive, with sub-crestal fracture of the buccal cusp. Conclusions: Resin composite restorations had significantly higher fracture strength than did other restorations. Fatigue cycled teeth failed at lower load than did noncycled teeth.
引用
收藏
页码:181 / 188
页数:8
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