Related Experiment Video
Updated: Sep 30, 2026

Standardized Protocol to Evaluate the Effect of Surface Treatments, Luting Cements, and Thermocycling on PEEK–Composite Bond Strength
Published on: June 9, 2026
Effect of water quality on the bonding of resin to moist dentin
Andrew J Wahl1, Edward C Combe, Mariano A Polack
1Department of Oral Science, School of Dentistry, University of Minnesota, Minneapolis 55455, USA.
Purpose:
To test the effect of different water samples, used for rinsing the dentin, following acid conditioning, on the bond strength of a resin-based composite (RBC) restorative material (Z100), to dentin using a one-bottle dentin adhesive (Single Bond).
Materials And Methods:
In preliminary experiments two experimental shear bond strength methods were compared, and one was selected which was deemed to permit more uniform application of the adhesive and better light curing. In the definitive experiments there were five experimental groups, according to rinsing water used (1) distilled water as control, (2) water with 3.5 ppm iodine, (3) water 3.0 ppm sodium hypochlorite, (4) water with 2% ethanol, (5) water contaminated with 6 x 10(4) cfu/mL of E. coli BH5V. For each experimental group the shear bond strength to moist dentin from 10 human intact impacted third molars was measured. The dentin samples were etched, washed and gently blotted to leave the dentin moist. Following application of the adhesive and resin, specimens were stored at 37 degrees C for 24 hours prior to testing in an Instron testing machine at a rate of 0.5 mm/minute.
Results:
Data (in MPa +/- standard deviation) were: Group 1: 21.2 +/- 4.1; Group 2: 20.8 +/- 5.6; Group 3: 21.8 +/- 6.2; Group 4: 22.9 +/- 5.9; Group 5: 19.6 +/- 5.5. These data support the null hypothesis that the water types used in this work had no significant effect on the bonding of a resin composite to dentin (P= 0.74, ANOVA).
Related Concept Videos
Testing Water Quality
Quality of Water
Curing of Concrete
Bonding and Strength of Aggregate
Mortar Properties
Drying Shrinkage
A portion of this drying shrinkage can be reversed; if the concrete is...