| Literature DB >> 25342986 |
Loubna Shamseddine1, Rita Eid1, Fodda Homsy1, Hasan Elhusseini2.
Abstract
When fabricating indirect post and core, internal coronal walls are tapered to remove undercuts and allow a better adaptation. To evaluate the fracture strength of anterior tooth reconstructed with post and core and crowned, with two different taper of internal coronal walls, 6° and 30° to the long axis, two groups of 30 clear plastic analogues simulating endodontically treated maxillary central incisors were prepared. The analogues crowned were subjected to a compressive load with a 1-kN cell at a crosshead speed of 0.05 mm/min at 130° to the long axis until fracture occurred. Data were analyzed by Lillifors and Mann-Whitney tests. Mean failure loads for the groups were as follows: group I 1038.69 N (standard deviation ±243.52 N) and group II 1231.86 N (standard deviation ±368.76 N). Statistical tests showed significant difference between groups (p = 0.0010 < 0.01). Increasing the taper of internal coronal walls appears to enhance the fracture resistance of anterior maxillary teeth post and core reconstructed.Entities:
Keywords: Cast post and core; adaptation; coronal taper; fracture resistance
Year: 2014 PMID: 25342986 PMCID: PMC4206691 DOI: 10.1177/1758736014547550
Source DB: PubMed Journal: J Dent Biomech ISSN: 1758-7360
Figure 1.Experimental metallic block with hinge axis, protractor, and horizontal base.
Figure 2.Schematic diagram of the two groups.
Figure 3.Coronal modifications for each group.
Figure 4.Post and core cemented for a specimen of each group.
Figure 5.Simulating clinical direction in class I occlusion for compressive load testing.
Figure 6.Curve represented for each specimen under compression: (a) artifact when the compressive force is absorbed for the final seating of the stem into the palatal indentation, (b) increased compressive force to the point of breakage of the root or initial failure, (p) initial failure or fracture root, (c) decompression after initial failure, (d) detachment pieces, (e) slight increasing compression due to friction of post on root walls, and (f) horizontal line represents a full decompression when post is completely removed.
Summary of the statistical results.
| Group | Fracture load ( | Test of normality (Lillifors) | Mann–Whitney test strength | Kruskal–Wallis test for displacement | ||||
|---|---|---|---|---|---|---|---|---|
| Judgment 5% | Judgment 5% | Judgment 5% | ||||||
| I | 30 | 1038.69 (243.52) | 0.028 | Absence of normal distribution | 0.0010 | Significant difference | 0.7470 | No significant difference |
| II | 30 | 1231.86 (368.76) | 0.000 | |||||
SD: standard deviation.