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Overall, the proposed microscopic expansion model is able to apply for numerical analyse of deteriorated due to ASR concrete structure designs with in the deterioration of ASR in the future.
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Detailed numerical analyses are conducted.
ANSYS Fluent was used for numerical analyses.
The numerical analyses are performed using ABAQUS.
Numerical analyses are confirmed by experimental results.
Both experimental and numerical analyses are presented.
C.H. devised the paper and figure structure, performed the numerical analyses and led the interpretation of the results.
It combines numerical analyses and materials science research.
Numerical analyses were performed in terms of the three models.
Numerical analyses for the most important steps are provided.
The work covers both numerical analyses as well as experiments.
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