Related Experiment Video
Updated: May 13, 2026

Quasistatic Mechanical Testing for Computer-Aided Design and Manufacturing Occlusal Veneers Cemented to Milled Dentin Analog Material
Published on: December 20, 2024
Testing rate and cementation seating load effects on resin-strengthening of a dental porcelain analogue
Paul Hooi1, Owen Addison, Garry J P Fleming
1Materials Science Unit, Division of Oral Biosciences, Dublin Dental University Hospital, Lincoln Place, Trinity College Dublin, Ireland. paul.hooi@dental.tcd.ie
Objectives:
To determine the resin-strengthening dependence of a soda-lime-glass analogue for dental porcelain as a function of biaxial flexure strength (BFS), test crosshead rate and cementation seating load.
Methods:
Disc-shaped soda-lime glass specimens were divided into twelve groups (n=24), alumina particle air abraded and hydrofluoric acid-etched. Specimens (Groups A-D) were stored in a desiccator prior to testing at crosshead rates of 0.01, 0.1, 1 and 10mm/min, respectively. The remaining specimens were silane treated, Rely-X Veneer resin-coated with a seating load of 5N (Groups E-H) and 30N (Groups I-L) prior to light irradiation at 480±20mW/cm(2), 24h dry storage and BFS testing at 0.01, 0.1, 1 and 10mm/min, respectively. A linear logarithmic regression curve was fit to the raw data to elucidate static fatigue effects of the soda-lime-glass. Analysis of group means was performed utilising a general linear model univariate analysis and post hoc all paired Tukey tests (P<0.05).
Results:
The linear logarithmic regression curve demonstrated the static fatigue effects of the soda-lime-glass analogue. Rely-X Veneer resin-coating (Groups E-L) resulted in significant increases in the mean BFS data for all crosshead rates examined (all P<0.001). However, the pattern of rate dependence effects on resin-cementation deviated from the log relationship observed with the uncoated controls.
Conclusion:
This study further highlights that when slow crack growth is simulated during testing, valuable insights into the significant modification of a hereto well described phenomenon such as resin-strengthening mediated by the resin-ceramic hybrid layer is provided.
Related Concept Videos
Testing Water Quality
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in ASTM C...
Soundness of Cement
