Title of article :
The Effect of Luting Agent on the Fracture Resistance of Root Canal Treated Teeth Restored with Casting Post
Author/Authors :
Shayegh, Shojaedin Dental School - Shahed University Tehran , Nazari Moghaddam, Kiumars Dental School - Shahed University Tehran , Khoroshy, Maryam Dental School - Esfahan University of Medical Sciences , Khoroshy, Froogh Esfahan University of Technology
Pages :
4
From page :
133
To page :
136
Abstract :
Introduction: The aim of this study was to detem1ine the effect of different luting agents on fracture resistance of endodontically treated teeth restored with casting post. Materials and Methods: In this experimental study, forty extracted human maxillary central incisors teeth with the mean length of 23mm were randomly assigned in to four groups. All the studied teeth were caries free without any crack. After root canal treatment, the specimens were stored in J 00% relative humidity at 37°C for 72h, and were decoronated 2mm above cementoenamel junction. The teeth in group I, 2, 3, and 4 received casting post and core and they were cemented with Zinc phosphate, Panavia F, Fuji Glass Ionomer, and Rely X, respectively. All teeth received 1.5 mm shoulder finishing line and 0.5mm bevel. Samples were then restored with complete coverage crowns and were loaded with an Iostron universal testing machine. The cross-head speed was 0/02 cm/min and specimens were loaded with load values (Newton) computed at a speed of I 000 point/min, until the fracture happened. Loads were applied with 135 degree at middle lingual surfaces of the samples. Fracture loads were recorded. Data were analyzed by the one-way ANOV A test. Results: There was no significant difference between the fracture resistances of four test groups. Conclusion: According to the results of this in vitro study, the type of luting cement had no influence on the fracture resistance of teeth.
Keywords :
Casting post , Fracture strength , Luting cement
Journal title :
Astroparticle Physics
Serial Year :
2006
Record number :
2421618
Link To Document :
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