Dp. Bentz, 3-DIMENSIONAL COMPUTER-SIMULATION OF PORTLAND-CEMENT HYDRATION AND MICROSTRUCTURE DEVELOPMENT, Journal of the American Ceramic Society, 80(1), 1997, pp. 3-21
A three-dimensional computer model for the simulation of portland ceme
nt hydration and microstructure development has been developed, Starti
ng with a measured particle-size distribution and a set of scanning el
ectron microscopy images, a three-dimensional representation of a ceme
nt of interest is reconstructed, matching the phase volume fractions a
nd surface-area fractions of the two-dimensional. images, A set of cel
lular-automata rules is then applied to the starting microstructure to
model the chemical reactions for all of the major phases during the e
volving hydration process, The dissolution cycles used in the model ha
ve been calibrated to real time using a single set of parameters for t
rue cements at three different water-to-cement ratios, Based on this c
alibration, there is excellent agreement between the model predictions
and experimental measurements for degree of hydration, heat release,
and chemical shrinkage, The degree-of-hydration predictions have been
successfully applied to predicting the compressive strength developmen
t of mortar cubes for the two cements. The effects of temperature have
been examined by performing hydration experiments at 15 degrees, 25 d
egrees, and 35 degrees C and applying a maturity-type relationship to
determine a single degree of hydration-equivalent time curve that can
be compared to the model predictions, Finally, the computer model has
been further extended to simulate hydration under sealed conditions, w
here self-desiccation limits the achievable hydration.