Objectives: This prospective mono-center study describes a clinical technique to provide dental implants with a temporary cross-arch cantilever bridge functionally loaded on the day of fixture insertion and discusses the 3-year follow-up of four to six machined surface Brånemark implants installed in the interforamina area.
Material And Methods: Ninety Brånemark implants were installed in 18 edentulous mandibles. Five patients were heavy smokers and one had Down syndrome. The day of surgery, a 10 unit provisional glassfiber-reinforced cantilever bridge was installed. The final 12 unit bridge was in place after an average of 144 days (range 10-332). Bone-to-implant level was assessed radiologically from the day of surgery up to 3 years.
Results: Two out of five fixtures were lost within 3 months in the Down syndrome patient but the provisional bridge continued to function on the three remaining implants until the patient was successfully reoperated. Another implant was lost after 11 months due to a non-detected fracture in the metal framework, resulting in overloading of the cantilever part. As no additional losses occurred during the follow-up time (range 57-26 months), the total failure rate is 3/91 (3.3%). Seventeen of the 18 patients are loading their implants more than 3 years and nine have moved beyond the 4-year period. Average bone remodelling as measured on the apical radiographs from 12 patients at 0, 12 and 36 months revealed a statistically significant bone loss from the initial 0.1 mm [standard deviation (SD) 0.2; range 0-0.7] toward 1.8 mm (SD 0.2; range 1.6-2.2) during the first year of function. (Wilcoxon's signed rank test; P<0.002). After 3 years, no further significant bone loss occurred.
Conclusion: This 3-year study shows that machined surface Brånemark implants can be immediately loaded with cross-arch cantilever bridges with an average bone-remodelling pattern indicative of a steady state after 1 year of loading.
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http://dx.doi.org/10.1111/j.1600-0501.2007.01340.x | DOI Listing |
PLoS One
December 2024
School of Highway, Chang'an University, Shaanxi, Xi'an, China.
To clarify the structural safety and stability of partial cable-stayed bridges with multiple towers and high piers during the construction stage, a finite element analysis model of the entire construction process was established using a five-tower, six-span, partial cable-stayed bridge in Shaanxi Province, China, as the engineering background. Linear elasticity and nonlinear stability analyses were carried out in the following key construction stages: bare tower construction, maximum cantilever construction without cables, maximum cantilever construction with cables, side-span closure, secondary mid-span closure, mid-span closure, and second-phase paving. A sensitivity analysis of the structural parameters (the main tower stiffness, main pier stiffness, and main beam stiffness) was conducted.
View Article and Find Full Text PDFClin Pract
September 2024
Department of Biomaterials and Bioengeneering, INSERM UMR_S 1121, 67000 Strasbourg, France.
As the functional and aesthetical importance of the canine cannot be overstated, the management of a missing canine is challenging. This case report describes the treatment of an infra-occluded ankylosed maxillary canine in a patient with previously failed orthodontic treatment. A 20-year-old patient sought a second opinion for orthodontic treatment failure.
View Article and Find Full Text PDFSci Rep
October 2024
Department of Civil Engineering, School of Engineering, University of Birmingham, Birmingham, B15 2TT, UK.
Bridges are vital assets of transport infrastructure, systems, and communities. Damage characterization is critical in ensuring safety and planning adaptation measures. Nondestructive methods offer an efficient means towards assessing the condition of bridges, without causing harm or disruption to transport services, and these can deploy measurable evidence of bridge deterioration, e.
View Article and Find Full Text PDF3D Print Addit Manuf
June 2024
Department of Architecture, Digital Building Technologies, ETH Zurich, Zurich, Switzerland.
Hollow-core 3D printing (HC3DP) proposes a new method for the production of lightweight, material-efficient thermoplastic 3D printed elements. This new fabrication approach promises material savings of 50-80%, while increasing the extrusion rate significantly (factor 10). This development pushes HC3DP to a similar fabrication speed as high-resolution concrete 3D printing.
View Article and Find Full Text PDFJ Mol Model
September 2024
Mechanical Engineering Department, A D Patel Institute of Technology, CVM University, Vallabh Vidyanagar, Gujarat, India.
Context: Airborne pathogens, defined as microscopic organisms, pose significant health risks and can potentially cause a variety of diseases. Given their ability to spread through diverse transmission routes from infected hosts, there is a critical need for accurate monitoring of these pathogens. This study aims to develop a sensor by investigating the vibrational responses of cantilever and bridged boundary-conditioned single-layer graphene (SLG) sheets with microorganisms, specifically SARS-CoV-2, attached at various positions on the sheet.
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