Results

Thesis & Dissertations

The Effect of Fiber Post Length on Fracture Resistance of Structurally Compromised Teeth

Abstract

This study was conducted to compare the fracture resistance of structurally compromised teeth restored by different lengths of fiber posts. Materials and methods: Thirty two freshly extracted sound mandibular premolars of approximate sizes were mounted centrally and vertically in 12 x 12 x 20 mm acrylic block. Then, decoronated 2 mm above the cemento-enamel junction and their root canals were treated endodontically. Teeth were randomly classified into four main groups (n= 8). For all groups, post holes were prepared (group A; post hole less than the crown length (3 mm), group B; post hole equal to the crown length (5 mm), group C; post hole half of the root length (7 mm), group D; post hole 2/3 of the root length (9 mm). Posts were cemented using self-adhesive resin cement. The coronal core portion were built with a light-cured core composite for all samples, using core former. A 0.5 mm finish line was prepared at the cemento-enamel junction with ferrule of 2 mm to receive a metal coping. Compressive load was applied at crosshead speed of 0.5 mm/min, parallel to long axis of the tooth until failure with a universal testing machine. Results: Viewing the mean of fracture resistance and fracture mode between studied groups (Newton) , Group D scored the highest fracture resistance values (2670 ± 597.37) followed by Group A (2668 ±316.67) and Group B (2609 ±523.15). Group C scored the lowest fracture resistance values (2517 ±464.35). One-way ANOVA revealed no significant difference between groups (P=0.913). Chi-square test also revealed no signicant differences in restoring possibility between the studied groups. (P=0.212). Conclusions: 1- There is no significant difference in fracture resistance between tested fiber post lengths. 2- Teeth can be restored by a post that has a length less than the crown length to avoid drilling drawbacks. Key words: fiber post, length of fiber post, fracture resistance.

Student(s)

Bader Al-Deen M.Moutaz Al-Laham

Supervisor(s)

Prof. Essam Osman, Dr. Mohammad Rayyan