Literature DB >> 29682261

Cement layer thickness and shear stress resistance in cylindrical dowel spaces: pull-out test.

M Andreasi Bassi1, D Lauritano2, M Brizzi1, C Andrisani3, S Lico4, V Candotto5.   

Abstract

PURPOSE: This study evaluated the effects of different dowel space (DS) diameters on pull-out bond strength of a cylindrical post, of threaded steel, to dentin.
MATERIALS AND METHODS: Forty-five extracted human teeth were divided in 3 groups with DSs, with the same depth (6 mm), differing for the diameter (i.e. 1.5 mm, Group 1; 1.75 mm, Group 2; 2.00 mm, Group 3). Both the diameter of the post (1.3 mm) and the composite resin cement (Panavia 21) were the same for all the samples. The samples were submitted to pull-out test by means an Universal Testing Machine (Mod. 1193, Instron) (1KN load cell, crosshead speed 0.5 mm/min).
RESULTS: The mean values of the bond strength (BS) were: Group 1, 442±128.3N; Group 2, 411.3±111N; Group 3, 448.7±142.29N. While the calculated average shear bond strengths (SBSs) were: Group 1, 14.7±4.27MPa; Group 2, 11.6±3.14MPa; Group 3, 11±3.5MPa. ANOVA test showed not significative differences, among the groups, concerning the BS: Group 1 vs Group 2 (p = 0.490); Group 1 vs Group 3 (p = 0.894); Group 2 vs Group 3 (p = 0.431). Significative differences were observed, among the groups, concerning the SBS for Group 1 vs Group 2 (p = 0.032) and Group 1 vs Group 3 (p = 0.014). While a not significative difference was found, concerning this parameter, for Group 2 vs Group 3 (p = 0.641).
CONCLUSION: The cement thickness can influence the SBS of the adhesively luted posts, in our setting, the best values were obtained with a thickness of 100 μm.

Entities:  

Keywords:  cement thickness; composite resin cement; different cement thicknesses; dowel space; endodontic posts; endodontically treated teeth; pull-out test

Year:  2017        PMID: 29682261      PMCID: PMC5892652          DOI: 10.11138/orl/2017.10.4.439

Source DB:  PubMed          Journal:  Oral Implantol (Rome)        ISSN: 1974-5648


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