| Literature DB >> 28526054 |
Stefan Bürgin1, Nadja Rohr2, Jens Fischer1.
Abstract
BACKGROUND: Aim of the study was to verify the efficiency of Martens hardness measurements in detecting the degradation of composite resin cements during artificial aging.Entities:
Keywords: Aging; Indirect tensile strength; Martens hardness; Resin composite cement; Thermal cycling
Mesh:
Substances:
Year: 2017 PMID: 28526054 PMCID: PMC5437403 DOI: 10.1186/s13005-017-0142-4
Source DB: PubMed Journal: Head Face Med ISSN: 1746-160X Impact factor: 2.151
Summary of cements used
| Name | Abbreviation | Manufacturer | Composition | Mixing mode |
|---|---|---|---|---|
| Variolink II | VL2 | Ivoclar Vivadent, Schaan, Liechtenstein | Matrix: Bis-GMA, urethane dimethacrylate, triethylene glycol dimethacrylate Fillers: barium glass, ytterbium trifluoride, Ba-Al-fluorosilicate glass, spheroid mixed oxide | hand mixing |
| RelyX Unicem 2 Automix | RUN | 3 M ESPE, Seefeld, Germany | Matrix: methacrylate monomers, methacrylated phosphoric esters, initiator components, stabilizers, rheological additives, pigments, Fillers: alkaline (basic) fillers, silanated fillers | automix tip |
| PermaFlo DC | PDC | Ultradent Products, Jordan, Utah, USA | Matrix: Bis-GMA, triethylene glycol dimethacrylate Fillers: no indications | automix tip |
| DuoCem | DCM | Coltène/Whaledent, Altstätten, Switzerland | Matrix: methacrylate monomers Fillers: barium glass, amorphous silic acid, fluoride | automix tip |
Fig. 1Martens hardness as a function of time during post-polymerization
Fig. 2Martens hardness as a function of time during a water storage b thermal cycling
Fig. 3Means and standard deviations of a Martens hardness and b indirect tensile strength after light-curing (LC), at baseline, after 16 days of water storage (WS) and after 16 days of thermal cycling (TC)
Fig. 4Ratio of plastic and elastic indentation work
Fig. 5Correlation between Martens hardness and indirect tensile strength for each cement
Fig. 6Correlation between relative change of Martens hardness and relative change of indirect tensile strength for each cement