| Literature DB >> 33551591 |
Aparajita Dutta1, Roopa R Nadig1, Yashwanth Gowda1.
Abstract
AIM: This study was aimed to evaluate the fracture resistance of proclined endodontically treated teeth with different post and core systems. SETTINGS ANDEntities:
Keywords: Custom cast post; everstick; fracture resistance; universal testing machine
Year: 2020 PMID: 33551591 PMCID: PMC7861075 DOI: 10.4103/JCD.JCD_366_20
Source DB: PubMed Journal: J Conserv Dent ISSN: 0972-0707
Figure 1Angulated core for cast post
Figure 2Angulated everstick core
Comparison of mean fracture resistance (Newtons) for cast post between 4 subgroups using one-way ANOVA test
| Groups (°) | Mean | SD | SE | Minimum | Maximum | |||
|---|---|---|---|---|---|---|---|---|
| 0 | 10 | 2023.80 | 94.70 | 29.95 | 1874 | 2155 | 64.705 | <0.001* |
| 10 | 10 | 2201.10 | 141.79 | 44.84 | 2055 | 2467 | ||
| 20 | 10 | 2373.20 | 130.66 | 41.32 | 2160 | 2583 | ||
| 30 | 10 | 1488.10 | 211.24 | 66.80 | 1185 | 1878 |
* statistically significant :SD: Standard deviation, SE: Standard error
Multiple comparison for mean differences in fracture resistance for cast post between the 4 subgroups using Tukey’s honestly significant difference post hoc test
| Group | Group 1 versus Group 2 | Group 1 versus Group 3 | Group 1 versus Group 4 | Group 2 versus Group 3 | Group 2 versus Group 4 | Group 3 versus Group 4 |
|---|---|---|---|---|---|---|
| Mean difference | −177.30 | −349.40 | 535.70 | −172.10 | 713.00 | 885.10 |
| 0.06 | <0.001* | <0.001* | 0.07 | <0.001* | <0.001* |
* statistically significant
Figure 3Fracture resistance of cast post with varying core angulations
Comparison of mean fracture resistance (Newtons) for ever stick between 4 subgroups using one-way ANOVA test
| Groups (°) | Mean | SD | SE | Minimum | Maximum | |||
|---|---|---|---|---|---|---|---|---|
| 0 | 10 | 2072.00 | 157.52 | 49.81 | 1857 | 2285 | 58.405 | <0.001* |
| 10 | 10 | 2299.40 | 113.80 | 35.99 | 2100 | 2497 | ||
| 20 | 10 | 2477.00 | 157.54 | 49.82 | 2197 | 2695 | ||
| 30 | 10 | 1641.10 | 163.52 | 51.71 | 1465 | 1984 |
* statistically significant :SD: Standard deviation, SE: Standard error
Multiple comparison for mean differences in fracture resistance for ever stick between the 4 subgroups using Tukey’s HSD post hoc test
| Group | Group 1 versus Group 2 | Group 1 versus Group 3 | Group 1 versus Group 4 | Group 2 versus Group 3 | Group 2 versus Group 4 | Group 3 versus Group 4 |
|---|---|---|---|---|---|---|
| Mean difference | −227.40 | −405.00 | 430.90 | −177.60 | 658.30 | 835.90 |
| 0.009* | <0.001* | <0.001* | 0.06 | <0.001* | <0.001* |
* statistically significant
Figure 4Fracture resistance of everstick with varying core angulations
Comparison of mean fracture resistance (Newtons) between cast post and Everstick posts at different angulations using independent Student’s t-test
| Group (°) | Posts | Mean | SD | Mean difference | |||
|---|---|---|---|---|---|---|---|
| 0 | Castpost | 10 | 2023.80 | 94.70 | −48.20 | −0.829 | 0.42 |
| Everstick | 10 | 2072.00 | 157.52 | ||||
| 10 | Castpost | 10 | 2201.10 | 141.79 | −98.30 | −1.710 | 0.10 |
| Everstick | 10 | 2299.40 | 113.80 | ||||
| 20 | Castpost | 10 | 2373.20 | 130.66 | −103.80 | −1.604 | 0.11 |
| Everstick | 10 | 2477.00 | 157.54 | ||||
| 30 | Castpost | 10 | 1488.10 | 211.24 | −153.00 | −1.811 | 0.09 |
| Everstick | 10 | 1641.10 | 163.52 |
SD: Standard deviation
Figure 5Comparing fracture resistance of cast post and everstick at varying core angulations
Figure 6Everstick fracture at cementoenamel junction-favourable fracture
Figure 7(a) Core angulation at 0° (b) core angulation at 10° (c) core angulation at 20°