Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Finite element analysis of welded titanium bar and poly ether ether ketone bar in maxillary full arch splinted interim prosthesis

View through CrossRef
Abstract Full arch fixed provisional restorations are prone to fracture during function for several reasons. Those types of fractures during the healing period eliminate the cross-arch stabilization and disrupt stress distribution patterns. FEA (Finite Element Analysis) study was carried out using edentulous maxillary models where implants and other components were represented in three dimensional (3D) geometric models. Two 3D FEA models with six implants were used. Model TB: the implants were splinted with welded titanium bar; Model PB: the implants were splinted with PEEK (Poly Ether Ether Ketone) bar. An interim full arch PMMA (Poly methyl methacrylate) prosthesis was virtually designed for both models. Both models were subjected to vertical and oblique forces with a single force magnitude of 100 N. The amount of maximum equivalent Von-Mises stresses was calculated at the cervical part of the bone cylinder (marginal bone) and both frameworks. Under bilateral vertical loading, stresses were found to be comparable at the marginal bone between titanium and PEEK splinting. The PEEK framework had better and lower stress distribution than the titanium. While under unilateral oblique forces PEEK had better mechanical response on the marginal bone. And PEEK framework itself showed higher stresses than the titanium. The behavior of PEEK and Titanium splints are comparable under the vertical bilateral load. On the contrary to the oblique load, where the stresses are higher within the PEEK splint that correspondingly transmit less stresses to the underlying structures. So, PEEK was found successful in regards to the pattern of stress distribution to both implants and marginal bone, but further studies are needed to confirm its effectiveness and broader applicability.
Title: Finite element analysis of welded titanium bar and poly ether ether ketone bar in maxillary full arch splinted interim prosthesis
Description:
Abstract Full arch fixed provisional restorations are prone to fracture during function for several reasons.
Those types of fractures during the healing period eliminate the cross-arch stabilization and disrupt stress distribution patterns.
FEA (Finite Element Analysis) study was carried out using edentulous maxillary models where implants and other components were represented in three dimensional (3D) geometric models.
Two 3D FEA models with six implants were used.
Model TB: the implants were splinted with welded titanium bar; Model PB: the implants were splinted with PEEK (Poly Ether Ether Ketone) bar.
An interim full arch PMMA (Poly methyl methacrylate) prosthesis was virtually designed for both models.
Both models were subjected to vertical and oblique forces with a single force magnitude of 100 N.
The amount of maximum equivalent Von-Mises stresses was calculated at the cervical part of the bone cylinder (marginal bone) and both frameworks.
Under bilateral vertical loading, stresses were found to be comparable at the marginal bone between titanium and PEEK splinting.
The PEEK framework had better and lower stress distribution than the titanium.
While under unilateral oblique forces PEEK had better mechanical response on the marginal bone.
And PEEK framework itself showed higher stresses than the titanium.
The behavior of PEEK and Titanium splints are comparable under the vertical bilateral load.
On the contrary to the oblique load, where the stresses are higher within the PEEK splint that correspondingly transmit less stresses to the underlying structures.
So, PEEK was found successful in regards to the pattern of stress distribution to both implants and marginal bone, but further studies are needed to confirm its effectiveness and broader applicability.

Related Results

In-plane bearing capacity analysis of concrete catenary arch with rigid skeleton: test and simulation
In-plane bearing capacity analysis of concrete catenary arch with rigid skeleton: test and simulation
Abstract Although the rigid skeleton concrete arch has been widely used in engineering, the research on the failure mode and bearing capacity of this kind of arch is very...
Biomechanical Evaluation of Subaxial Lateral Mass Prothesis: A Finite Element Analysis Study
Biomechanical Evaluation of Subaxial Lateral Mass Prothesis: A Finite Element Analysis Study
Abstract Background: Pathologies of a lateral masses due to trauma, tumors, and surgery, could lead to bone destruction and biomechanical changes of the cervical spine. The...
Morphological Changes in Maxillary Arch Post-Cheiloplasty in Cleft Lip and Palate Infants: A Case Series
Morphological Changes in Maxillary Arch Post-Cheiloplasty in Cleft Lip and Palate Infants: A Case Series
Objective This study evaluated the effectiveness of cleft lip repair in modifying maxillary arch morphology in infants with complete unilateral cleft lip and palate (cU...
Studies on maxillary overdentures: implant- and prosthesis survival, cost analysis and patient-reported outcomes
Studies on maxillary overdentures: implant- and prosthesis survival, cost analysis and patient-reported outcomes
Edentulism is a debilitating condition which may negatively affect quality of life, particularly in relation to nutritional and social health, speech, and poor facial appearance. P...
EESTIMATES OF BEST APPROXIMATIONS OF FUNCTIONS WITH LOGARITHMIC SMOOTHNESS IN THE LORENTZ SPACE WITH ANISOTROPIC NORM
EESTIMATES OF BEST APPROXIMATIONS OF FUNCTIONS WITH LOGARITHMIC SMOOTHNESS IN THE LORENTZ SPACE WITH ANISOTROPIC NORM
In this paper, we consider the anisotropic Lorentz space \(L_{\bar{p}, \bar\theta}^{*}(\mathbb{I}^{m})\) of periodic functions of \(m\) variables. The Besov space \(B_{\bar{p}, \ba...
Lattice Evidence for Bound Heavy Tetraquarks
Lattice Evidence for Bound Heavy Tetraquarks
We investigate the possibility of qq'$ \bar {Q}\bar {Q}' $ tetraquark bound states using nf = 2 + 1 lattice QCD with pion masses ≃ 164, 299 and 415 MeV. Two types of lattice interp...

Back to Top