TY - JOUR
T1 - Damage development in neutron-irradiated concrete in a test reactor
T2 - Hygro-thermal and mechanical simulations
AU - Saklani, Naman
AU - Banwat, Gaurav
AU - Spencer, Benjamin
AU - Rajan, Subramaniam
AU - Sant, Gaurav
AU - Neithalath, Narayanan
N1 - Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2021/4
Y1 - 2021/4
N2 - This paper reports the development of a 3D mesoscale hygro-thermal-mechanical simulation approach to predict damage in concrete irradiated in a test reactor. This framework, developed in MOOSE, considers the effects of elevated temperature, moisture content, and high neutron fluence (energy threshold, E > 0.1 MeV) on the mortar and aggregates separately. The first-stage simulation implements hygro-thermal analysis to determine the temperature and RH inside the specimen as a function of imposed radiation energy. These are used as inputs to the second stage, which considers radiation-induced volumetric expansion (RIVE) of aggregates, and creep, shrinkage, and stress-strain response of mortar to predict the expansion, stresses, and damage in specimens made using different coarse aggregates and subjected to different irradiation times. The irradiation time-dependent damage in the mortar is expressed using an isotropic damage parameter. This multi-physics model serves as a predictive tool for damage quantification in concrete due to neutron irradiation.
AB - This paper reports the development of a 3D mesoscale hygro-thermal-mechanical simulation approach to predict damage in concrete irradiated in a test reactor. This framework, developed in MOOSE, considers the effects of elevated temperature, moisture content, and high neutron fluence (energy threshold, E > 0.1 MeV) on the mortar and aggregates separately. The first-stage simulation implements hygro-thermal analysis to determine the temperature and RH inside the specimen as a function of imposed radiation energy. These are used as inputs to the second stage, which considers radiation-induced volumetric expansion (RIVE) of aggregates, and creep, shrinkage, and stress-strain response of mortar to predict the expansion, stresses, and damage in specimens made using different coarse aggregates and subjected to different irradiation times. The irradiation time-dependent damage in the mortar is expressed using an isotropic damage parameter. This multi-physics model serves as a predictive tool for damage quantification in concrete due to neutron irradiation.
KW - Damage
KW - Elastic modulus
KW - Finite element simulation
KW - Neutron irradiation
KW - Radiation induced volumetric expansion
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U2 - 10.1016/j.cemconres.2020.106349
DO - 10.1016/j.cemconres.2020.106349
M3 - Article
AN - SCOPUS:85099266038
SN - 0008-8846
VL - 142
JO - Cement and Concrete Research
JF - Cement and Concrete Research
M1 - 106349
ER -