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Background: Effective adhesion between dentin and resin materials is essential for the long-term durability of onlays, as the strength and durability of the tooth-restoration complex hinge on reliable adhesion. This study aims to enhance the adhesion of lithium disilicate onlays by employing immediate dentin sealing (IDS) and evaluates its effectiveness by comparing pull-out bond strength and microleakage with and without IDS.
Methods: Extracted human premolars were prepared and categorized into two distinct groups: Group A (with IDS) and Group B (without IDS). In Group A, the dentin surfaces were sealed immediately after tooth preparation using an adhesive resin. In Group B, no sealing was performed before bonding the lithium disilicate restorations. Pull-out bond strength was assessed utilizing universal testing machine. Microleakage was evaluated through dye penetration analysis after thermocycling and sectioning of the samples. For statistical interpretation, one-way ANOVA followed by Tukey's post-hoc test was applied.
Results: The pull-out bond strength was significantly higher in Group A compared to Group B ( = 0.0001). Microleakage evaluation revealed less dye penetration in Group A, indicating superior marginal integrity with IDS. The high-resolution images provided clearer visualization of the interfaces and the extent of dye penetration.
Conclusion: Immediate dentin sealing significantly enhances the pull-out bond strength of lithium disilicate onlay and reduces microleakage. These findings suggest that IDS is a beneficial step in the bonding protocol for lithium disilicate restorations, potentially improving the longevity and performance of the restorations.
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http://dx.doi.org/10.1177/22808000251329112 | DOI Listing |
Sci Rep
August 2025
School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China.
By conducting push-out tests, the bond behavior between H-shaped steel and concrete under different freeze-thaw (F-T) cycles (including failure modes, bond strength, and bond stress-slip curves) was investigated. The experiment considered one type of concrete (C35), three volumetric stirrup ratios (0.4%, 0.
View Article and Find Full Text PDFMaterials (Basel)
July 2025
School of Architecture Engineering, Xi'an Technological University, No. 2 Xuefuzhonglu Road, Weiyang District, Xi'an 710021, China.
In the present study, the mechanical properties of high-strength steel rebar with different crossrib spacing that affect the bond behavior between steel rebar and concrete is investigated. To reveal the effects of crossrib spacing on the bond behavior of 630 MPa high-strength steel rebar (T63) in concrete, 42 bonding specimens were designed using T63 rebars and T63 rebars with increased crossrib spacing (TB63). The bond properties of two kinds of steel rebar with concrete were investigated by pull-out test and the failure modes, bond strengths, relative slippages, and bond-slip curves were obtained.
View Article and Find Full Text PDFMaterials (Basel)
July 2025
Shandong Provincial Communications Planning and Design Institute Group Co., Ltd., Jinan 250101, China.
Negative Poisson's ratio (NPR) reinforcement offers a novel solution to the usual trade-off between strength gains and ductility loss. Incorporating NPR into ultra-high-performance concrete (UHPC) effectively overcomes the ductility limitations of structural elements. However, the interfacial bonding between NPR reinforcement and UHPC is not sufficiently studied, especially its patterns and mechanisms, impeding the application of the materials.
View Article and Find Full Text PDFMaterials (Basel)
June 2025
College of Civil Engineering, Central South University, Changsha 410075, China.
To investigate the anchorage performance of an innovative assembled joint with large-diameter steel bar grout lapping in a concrete reserved hole, the effects of anchorage length and high-strength grouting material types on the failure mode, load-displacement curve, ultimate bond strength and strain variation were analyzed through the pull-out tests of 15 specimens. On this basis, the calculation formulae of critical and ultimate anchorage length were established and the applicability was verified, and then the recommended value of minimum anchorage length was provided. The results showed that the failure modes included splitting-steel bar pull-out failure and UHPC-concrete interface failure.
View Article and Find Full Text PDFLangmuir
July 2025
School of Electrical and Electronic Engineering, Chongqing University of Technology, Chongqing 400054, China.
To enhance the mechanical properties of epoxy resin (EP), this study utilizes polyurethane (PU) and KH550/SiO nanoparticles as synergistic modifiers to develop an epoxy resin composite model. In this paper, five models are established, namely: EP, PU-EP, SiO-SR, KH550/SiO-EP, and KH550/SiO-PU-EP model. The mechanism of PU and KH550/SiO synergistic modification of EP mechanical properties is systematically studied through analyses of the cohesive energy density, free fraction volume, radius of gyration, radial distribution function, hydrogen bonding, and pull-out simulations.
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