Purpose: To test the push-out force and marginal leakage of different screw hole-sealing methods in monolithic zirconia implant crowns.
Materials And Methods: Ninety monolithic zirconia (Prettau, Zirkonzahn) specimens were milled with two different screw access hole designs: conventional smooth hole or threaded screw hole (for group PMMA-SC), and divided into five groups (n = 18) according to filling method: unbonded composite (UBC); bonded composite (BC); airborne-particle abrasion of screw hole and unbonded composite (ABR-UBC); airborne-particle abrasion of screw hole and bonded composite (ABR-BC); and PMMA screw plugs (PMMA-SC). Twelve specimens per group were subjected to static push-out force with a universal testing machine. Before testing, 6 specimens per group were stored in dry conditions, and 6 were kept in water storage (+37°C) for 7 days. For the remaining specimens (n = 6), cotton pellets were placed under the screw access hole fillings, and the specimens were immersed in 0.5% basic fuchsin solution for 2 weeks. Dye in cotton pellets was dissolved in 2 mL of water, and absorbances of the solutions were measured with a spectrophotometer at 465 nm. Data are reported as mean and SD. Statistical analysis was made using a generalized linear model with logarithmic transformation.
Results: PMMA-SC specimens showed the highest push-out forces (P < .0001) and lowest fuchsin penetration (P = .009). Airborne-particle abrasion increased the push-out force and decreased the microleakage in composite groups. The storage conditions affected the results of both unbonded groups.
Conclusion: The design and sealing method of the screw access hole affect push-out force and microleakage.
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http://dx.doi.org/10.11607/ijp.7445 | DOI Listing |
Microsc Microanal
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Instrumental Analysis Center, Dalian University of Technology, No.2 Linggong Road, Ganjingzi District, Dalian, Liaoning Province 116024, China.
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Tampere University, Faculty of Built Environment, P.O. Box 600, FI-33014 Tampere, Finland.
In a slim-floor structural system, beams and slabs are placed at the same level, reducing the overall floor height and material usage in vertical structures, thereby improving economic efficiency. The use of slim-floor structures is common practice in Finnish construction where these structures are typically constructed using hollow-concrete slabs and welded steel box beams. However, in Finland, only a few buildings utilise cross-laminated timber (CLT) slabs in slim-floor structures, and none have incorporated the composite action between CLT and steel beams.
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Naval Medical Research Unit San Antonio, San Antonio, Texas, USA.
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School of Intelligent Construction and Civil Engineering, Zhongyuan University of Technology, Zhengzhou, 450007, China.
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Laboratory for Biomechanics and Biomaterials, Department of Orthopedic Surgery - Annastift DIAKOVERE, Hannover Medical School, Hannover, Germany.
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