Table 2.
Maximum and minimum principal stress (MPa) and displacement (mm) for two-unit cantilever RBFDPs of various framework materials.
| FDP | Cement-retainer interface | Cement layer | Abutment tooth | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Max. | Min. | Disp. | Max. | Min. | Disp. | Max. | Min. | Disp. | Max. | Min. | Disp. | |
| FRC-Z250 | 156.9 | −56.2 | 0.048 | 17.5 | −5.3 | 0.010 | 31.3 | −7.1 | 0.010 | 34.9 | −7.6 | 0.010 |
| FRC-ES | 177.1 | −67.2 | 0.035 | 23.9 | −9.7 | 0.010 | 27.3 | −7.1 | 0.010 | 30.9 | −9.8 | 0.010 |
| GC | 178.4 | −116.3 | 0.019 | 32.7 | −42.5 | 0.009 | 23.7 | −4.1 | 0.009 | 31.4 | −4.8 | 0.009 |
| ZI | 239.6 | −154.3 | 0.017 | 60.8 | −75.3 | 0.009 | 27.5 | −3.3 | 0.009 | 31.7 | −7.2 | 0.009 |
| M | 197.1 | −149.9 | 0.019 | 36.1 | −45.8 | 0.009 | 24.5 | −3.7 | 0.009 | 31.9 | −5.0 | 0.009 |