| Literature DB >> 33276652 |
Ana I Nicolas-Silvente1, Eugenio Velasco-Ortega2, Ivan Ortiz-Garcia2, Alvaro Jimenez-Guerra2, Loreto Monsalve-Guil2, Raul Ayuso-Montero3, Javier Gil4, Jose Lopez-Lopez5.
Abstract
Two-pieces dental implants must provide stability of the implant-abutment-interface. The connection type and platform diameter could influence the biomechanical resistance and stress distribution. This study aims to evaluate the fatigue for different types of connections, external and internal, and different platform diameters. Three implant designs with the same length were used: (a) external hexagon/narrow platform; (b) internal double hexagon/narrow platform; (c) internal octagon/regular platform. A fatigue test was developed to establish the number of cycles needed before fracture. A 30º oblique load with a sinusoidal function of fatigue at a frequency of 15 Hz and 10% stress variation was applied to each system. The fatigue load limit (FLL) for design (a) was 190N, being the nominal-curvature-moment (NCM) = 1.045; FLL = 150 N, with a NCM = 0.825 for (b), and FLL = 325 N, with a NCM = 1.788 for (c). The platform diameter affects the FLL, obtaining lower FLL on a narrow platform. The connection type interferes with the implant walls' width, especially in narrow implants, making internal connections more unstable at this level. Long-term clinical studies to assess the restoration's success rate and survival are mandatory.Entities:
Keywords: connection type; dental implants; design; fatigue test; platform diameter
Year: 2020 PMID: 33276652 PMCID: PMC7730231 DOI: 10.3390/ijerph17238988
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Implant characteristics distributed by groups.
| Group | Group I | Group II | Group III |
|---|---|---|---|
| n | 19 | 18 | 17 |
| Connection Type | Hexagon External Connection | Double Hexagon Internal Connection | Octagonal Internal Connection |
| Diameter | 3.5 | 3.5 | 4.0 |
| Length | 12 | 12 | 12 |
| Material | Titanium Grade 5 | Titanium Grade 5 | Titanium Grade 5 |
Figure 1Implant design of each experimental group.
Figure 2Spherical member of the load application design details.
Figure 3Load cell over the sample in the testing machine.
Figure 4Cyclic load diagram for hexagon external connection obtained from the results of the test showed in Table 2.
Figure 5Cyclic load diagram for double hexagon internal connection group obtained from the results of the test.
Figure 6Cyclic load diagram for the octagonal internal connection group obtained from the results of the test.
Summary of the results obtained in each experimental group.
| Implant Type | Minimum Load (N) | Maximum Load (L) | Minimum Cycles | Maximum Cycles | Fatigue Load Limit (FFL) (N) | Nominal Curvature Moment (N.m) |
|---|---|---|---|---|---|---|
| Hexagon external connection | 190 | 400 | 3074 | 5,000,000 | 190 | 1.045 |
| Double hexagon internal connection | 150 | 400 | 1583 | 5,000,000 | 150 | 0.825 |
| Octagonal internal connection | 325 | 550 | 3555 | 5,000,000 | 325 | 1.788 |
Figure 7SEM images at a magnification of ×500 and ×1500 showing the striations from the fractography.