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An energy-based chemo-thermo-mechanical damage model for early-age concrete.

Authors :
Wang, Yu-Shuang
Yu, Xian-Bin
Zhou, Hao
Source :
Engineering Fracture Mechanics. Jan2024, Vol. 295, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

• An energy-based multifield damage model for early-age concrete is well established. • A new approximation of the heat of hydration is derived to reduce the nonlinearity. • The damage is driven by the energy release rate rather than the plastic strain. • The validated model can well simulate the hydration process of early-age concrete. Cracking prediction and control in hydration process of mass concrete and structures has always been a challenging task. In this work, an energy-based chemo-thermo-mechanical damage model for early-age concrete is well established within the framework of thermodynamics and continuum damage mechanics. The evolution laws for the mechanical damage are driven by the work conjugate elastoplastic damage energy release rates to fully represent the microcracks closure-reopening effect, the anisotropy, and the aging effect of concrete relating to the degree of hydration. A formulation fitted from a large number of test data is introduced to simulate the thermal evolution during hydration process, resulting in an excellent approximation of the degree of hydration. When the degree of hydration is 1, the model is degenerated into the classical plastic damage model. The presented model is thus able to simulate the hydration process of early-age concrete and mechanical responses of concrete as well as reinforced concrete structures at any age. The model is implemented by user defined subroutine in Abaqus, in which a sequential coupling method is established. Several benchmark tests are successfully reproduced, indicating that the proposed model is capable of predicting the damage evolution and typical nonlinear behavior of early-age concrete and hardened concrete. The computational efficiency of the model is significantly improved compared to the classical ones due to the introduction of the fitting formulation of the thermal evolution and the sequential coupling method to reduce the nonlinearity of the system. The strategy allows the model to be applied in massive concrete structures during construction and provide valuable prediction as well as guidance for large scale engineering structures. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
00137944
Volume :
295
Database :
Academic Search Index
Journal :
Engineering Fracture Mechanics
Publication Type :
Academic Journal
Accession number :
174605255
Full Text :
https://doi.org/10.1016/j.engfracmech.2023.109758