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Title: FFT-based model for irradiated aggregate microstructures in concrete

Abstract

The concrete biological shield of light water reactors is exposed to neutron and gamma irradiation throughout its lifetime, which results in the long-term degradation of the concrete’s mechanical properties. Under neutron irradiation, the concrete’s aggregates are subjected to radiation-induced volumetric expansion (RIVE), which strongly depends on the mineral content of the aggregate and exhibits the largest expansion in silicate-bearing minerals. In this work, the authors used the fast Fourier transform-based code Microstructure-Oriented Scientific Analysis of Irradiated Concrete (MOSAIC) in 2D to model the expansion of five different aggregates provided by the Japan Concrete Aging Management Program (JCAMP). Comparable rock specimens were irradiated at the JEEP-II test reactor. The model uses realistic aggregate microstructure reconstruction based on high-resolution characterization images. The model accounts for anisotropic RIVE, thermal expansion, and the associated initiation and propagation of damage. The RIVE models are calibrated based on expansion data in the literature. The authors assume that damage occurs exclusively at interfaces between the particles that compose an aggregate and that these interfaces also exhibit swelling. Using a micromechanical model, the evolution of Young’s modulus with RIVE is calculated for each aggregate and compared with Russian irradiation data. The modeled linear expansion agrees well with themore » experimentally measured expansion. Furthermore, the model also predicts that anisotropic RIVE and thermal expansion result in an earlier onset of damage with neutron fluence than in the isotropic case.« less

Authors:
 [1]; ORCiD logo [1];  [2]; ORCiD logo [1]; ORCiD logo [1]; ORCiD logo [1];  [3];  [3]; ORCiD logo [1]
  1. Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States)
  2. Électricité de France (EDF) Lab. (France)
  3. Univ. of Illinois at Urbana-Champaign, IL (United States)
Publication Date:
Research Org.:
Oak Ridge National Laboratory (ORNL), Oak Ridge, TN (United States)
Sponsoring Org.:
USDOE
OSTI Identifier:
1897008
Grant/Contract Number:  
AC05-00OR22725
Resource Type:
Accepted Manuscript
Journal Name:
Materials and Structures
Additional Journal Information:
Journal Volume: 55; Journal Issue: 8; Journal ID: ISSN 1359-5997
Publisher:
Springer
Country of Publication:
United States
Language:
English
Subject:
36 MATERIALS SCIENCE; Irradiated concrete; Micromechanics; Fast Fourier transform; MOSAIC

Citation Formats

Cheniour, Amani, Li, Yujie, Sanahuja, Julien, Le Pape, Yann, Rodriguez, Elena Tajuelo, Anovitz, Lawrence M., Garg, Nishant, Polavaram, Krishna C., and Rosseel, Thomas M. FFT-based model for irradiated aggregate microstructures in concrete. United States: N. p., 2022. Web. doi:10.1617/s11527-022-02010-x.
Cheniour, Amani, Li, Yujie, Sanahuja, Julien, Le Pape, Yann, Rodriguez, Elena Tajuelo, Anovitz, Lawrence M., Garg, Nishant, Polavaram, Krishna C., & Rosseel, Thomas M. FFT-based model for irradiated aggregate microstructures in concrete. United States. https://doi.org/10.1617/s11527-022-02010-x
Cheniour, Amani, Li, Yujie, Sanahuja, Julien, Le Pape, Yann, Rodriguez, Elena Tajuelo, Anovitz, Lawrence M., Garg, Nishant, Polavaram, Krishna C., and Rosseel, Thomas M. Tue . "FFT-based model for irradiated aggregate microstructures in concrete". United States. https://doi.org/10.1617/s11527-022-02010-x. https://www.osti.gov/servlets/purl/1897008.
@article{osti_1897008,
title = {FFT-based model for irradiated aggregate microstructures in concrete},
author = {Cheniour, Amani and Li, Yujie and Sanahuja, Julien and Le Pape, Yann and Rodriguez, Elena Tajuelo and Anovitz, Lawrence M. and Garg, Nishant and Polavaram, Krishna C. and Rosseel, Thomas M.},
abstractNote = {The concrete biological shield of light water reactors is exposed to neutron and gamma irradiation throughout its lifetime, which results in the long-term degradation of the concrete’s mechanical properties. Under neutron irradiation, the concrete’s aggregates are subjected to radiation-induced volumetric expansion (RIVE), which strongly depends on the mineral content of the aggregate and exhibits the largest expansion in silicate-bearing minerals. In this work, the authors used the fast Fourier transform-based code Microstructure-Oriented Scientific Analysis of Irradiated Concrete (MOSAIC) in 2D to model the expansion of five different aggregates provided by the Japan Concrete Aging Management Program (JCAMP). Comparable rock specimens were irradiated at the JEEP-II test reactor. The model uses realistic aggregate microstructure reconstruction based on high-resolution characterization images. The model accounts for anisotropic RIVE, thermal expansion, and the associated initiation and propagation of damage. The RIVE models are calibrated based on expansion data in the literature. The authors assume that damage occurs exclusively at interfaces between the particles that compose an aggregate and that these interfaces also exhibit swelling. Using a micromechanical model, the evolution of Young’s modulus with RIVE is calculated for each aggregate and compared with Russian irradiation data. The modeled linear expansion agrees well with the experimentally measured expansion. Furthermore, the model also predicts that anisotropic RIVE and thermal expansion result in an earlier onset of damage with neutron fluence than in the isotropic case.},
doi = {10.1617/s11527-022-02010-x},
journal = {Materials and Structures},
number = 8,
volume = 55,
place = {United States},
year = {Tue Oct 04 00:00:00 EDT 2022},
month = {Tue Oct 04 00:00:00 EDT 2022}
}

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