Coupled Thermo-Mechanical Simulation of Cracking in Early-Age Concrete With a Phase-Field Variational Model
DOI:
https://doi.org/10.70567/mc.v42.ocsid8326Keywords:
Early age, Fracture, Phase-field, Energetic formulationAbstract
A variational phase-field model for thermomechanical cracking processes in early age concrete is derived, integrating hydration and aging phenomena during the curing stage. The proposed formulation defines a discrete solution to the thermomechanical problem, accounting for the heat generation induced by cement hydration and the evolving properties of concrete throughout the hydration process. The chemical–thermomechanical crack propagation is assumed to result from the quasi-static evolution of the global minima of a mixed-type energy functional that incorporates elastic strain energy, dissipation energy associated with the evolution of the phase-field fracture variable and thermochemical dissipation energy. Numerical results are presented showing that the hydration process induces cracking due to the thermal gradients inherent to the exothermic reaction.
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