Coupled Thermo-Mechanical Simulation of Cracking in Early-Age Concrete With a Phase-Field Variational Model

Authors

  • Agustina Campra Universidad Nacional de Tucumán, Facultad de Ciencias Exactas y Tecnología, Instituto de Estructuras “Ing. Arturo M. Guzmán” & Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET). San Miguel de Tucumán, Argentina.
  • Mariela Luege Universidad Nacional de Tucumán, Facultad de Ciencias Exactas y Tecnología, Instituto de Estructuras “Ing. Arturo M. Guzmán” & Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET). San Miguel de Tucumán, Argentina.
  • Antonio Orlando Universidad Nacional de Tucumán, Facultad de Ciencias Exactas y Tecnología, Departamento de Bioingeniería & Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET). San Miguel de Tucumán, Argentina.

DOI:

https://doi.org/10.70567/mc.v42.ocsid8326

Keywords:

Early age, Fracture, Phase-field, Energetic formulation

Abstract

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.

References

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Published

2025-12-07

Issue

Section

Conference Papers in MECOM 2025