Fracture load resistance of pontic with different connector designs
Aim: This in-vitro study aims to assess the fracture load resistance of the central pontic of two implant-supported zirconia fixed partial dentures (FPDs) using five alternative connector designs. Methods: The CAD/CAM production technique was used to mill the FPD of a three-unit zirconia prosthesis (from the mandibular second premolar to the second molar) (DDS, 3D White Zirconia). The STL file was generated for two implant-supported 3-unit bridges. The zirconia fixed partial substructure was designed with five types of connector designs. The pontic is connected to an implant-supported bridge with round, square, rectangular, triangular, and reverse-triangular shape connectors. This study was designed for a cementless-retained implant-supported fixed partial denture (FPD) of 50μm interface gap. The fracture resistance of a pontic of a 3-unit zirconia FPD was assessed under a crosshead speed of 1mm/min using an Instron universal machine. The study data were statistically analyzed using the ANOVA (post hoc Games-Howell) test with a significant interval of (P≤0.05). Results: The highest fracture resistance was using the reverse-triangular design, and the lowest fracture resistance was using the triangular connector design with a significant mean difference of (P = .003). Conclusions: It seems that the reverse-triangular connector design for implant-supported zirconia fixed partial substructure.
Authors
- Saja Ali Muhsin (ORCID: https://orcid.org/0000-0003-0272-7409)
- Khalid Bander
- Ahmed Mustaf Mohammed
- Enas Kareem Mohammed (ORCID: https://orcid.org/0000-0001-6906-7770)
Institutions
- Islamic Azad University of Farahan (IR)
- Middle Technical University (IQ)
- Al-Farahidi University
Publication Details
- Journal
- Brazilian journal of oral sciences/Brazilian Journal of Oral Sciences
- Published
- 2025-06-09
- DOI
- https://doi.org/10.20396/bjos.v24i00.8674919
- Primary Topic
- Mechanical Failure Analysis and Simulation
- Type
- article
- Field-Weighted Citation Impact
- 0.00