title: Shear bond strength of novel calcium aluminate-based cement (EndoBinder) to root dentine.
abstract: OBJECTIVE
  To evaluate the shear bond strength of a novel calcium aluminate-based cement, EndoBinder (EB), to dentine in comparison with Grey and White Mineral Trioxide Aggregate (MTA).
  
  
  METHODS
  Root canal hemi-sections obtained from 30 extracted molar teeth were embedded in self-polymerized acrylic resin and were grounded wet in order to obtain a flat dentine surface. Next, the roots were randomly assigned into three groups (n = 10), according to the cement used, as follows: EB: EndoBinder; WMTA: White MTA and GMTA: Grey MTA. The shear bond strength test was performed using a Universal Testing Machine (0.5 mm/min) and the data were submitted to statistical analysis (1-way ANOVA and Tukey tests, P < 0.05).
  
  
  RESULTS
  EB presented the highest shear bond strength values; however, there was no statistically significant difference in comparison with GMTA (P > 0.05). WMTA presented the lowest mean values, which were significant in comparison with EB (P < 0.05).
  
  
  CONCLUSIONS
  The novel calcium aluminate-based cement presented higher shear bond strength than WMTA, and should be considered as a promising alternative in endodontic therapy.
authors.affiliation: Department of Dental Materials and Prosthodontics, Ribeirão Preto School of Dentistry, University of São Paulo, Ribeirão Preto, São Paulo, Brazil.
authors.forename: Lucas da Fonseca Roberti
authors.initials: LDFR
authors.lastname: Garcia
authors.affiliation: Department of Binderware Biomaterials Ltda., São Carlos, São Paulo, Brazil.
authors.forename: Hebert Luis
authors.initials: HL
authors.lastname: Rossetto
authors.affiliation: Department of Dental Materials and Prosthodontics, Ribeirão Preto School of Dentistry, University of São Paulo, Ribeirão Preto, São Paulo, Brazil.
authors.forename: Fernanda de Carvalho Panzeri
authors.initials: FCP
authors.lastname: Pires-de-Souza
keywords: Calcium aluminate cement; mineral trioxide aggregate; shear bond strength