Effect of different filling materials in combination with intraradicular posts on the resistance to fracture of weakened roots

被引:39
|
作者
Marchi, GM
Paulillo, LAMS
Pimenta, LAF
De Lima, FAP
机构
[1] Univ Campinas, Sch Dent Piracicba, Dept Restorat Dent, BR-13414900 Piracicaba, SP, Brazil
[2] Univ Parana, Dept Restorat Dent, Sch Dent Umuarama, Parana, Brazil
关键词
endodontically treated teeth; weakened roots; morphologic reconstruction; restorative adhesive materials; prefabricated post; resistance to fracture;
D O I
10.1046/j.1365-2842.2003.00990.x
中图分类号
R78 [口腔科学];
学科分类号
1003 ;
摘要
The preservation and restoration of severely weakened pulpless teeth is a difficult and relatively unpredictable procedure. This study evaluated the resistance to fracture of experimentally weakened bovine roots internally reconstructed with different filling materials in combination with prefabricated post compared with restored roots that were relatively intact. The roots of 75 mandibular bovine incisors with similar bulks were selected. Of these, 60 were internally prepared to standardized dimensions, thereby simulating weakness. All roots were filled with different restorative materials. The specimens were submitted to the fracture resistance testing with the application of a tangential compressive loading at an angle of 135degrees in relation to the long axes of the roots. Results indicated statistically significant differences in relation to the root conditions. Weakened roots were less resistant to fracture than were controls. The roots restored with the resin cement demonstrated the lowest fracture resistance values, but statistically significant differences were observed only when compared with those restored by the resin-modified glass-ionomer cement. Resin-modified glass-ionomer cement, polyacid-modified resin composite and resin composite behaved similarly without statistically significant differences among them. None of the materials evaluated were capable of achieving the fracture resistance recorded for unweakened controls.
引用
收藏
页码:623 / 629
页数:7
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