Wall thickness |
Tangential preparation |
Champher preparation |
||||
|
Mean (SD) |
Min |
Max |
Mean (SD) |
Min |
Max |
0,3 mm |
908 (115) |
714 |
1185 |
913 (106) |
729 |
1095 |
0,5 mm |
1476 (192) |
1075 |
1672 |
1333 (107) |
1180 |
1527 |
Results: There is no significant difference (Kruskal-Wallis test, Dunns post test, p>0.05) of the fracture strength for copings fabricated with tangential or champher preparation but with the same wall thickness. However, there is a significant strength reduction between wall thickness of 0,5 and 0,3 mm (Kruskal-Wallis test, Dunns post test, p<0.001).
Conclusion: The fracture strength of Y-TZP-ZrO2 copings with a wall thickness of 0,3 mm is three times higher compared to the expected chewing forces in the anterior region.