Modelling of Damage Spatiotemporal Distribution in Saturated Cementitious Materials and its Chloride Transport Evolution
Crack-induced damage significantly affects the chloride transport mechanism in cementitious materials. To quantitatively evaluate the crack effects, a coupled model was proposed in this paper for saturated cement paste with various uniaxial tensile damage. First, the 3D microstructure of hydrating c...
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Published in | Journal of advanced concrete technology Vol. 21; no. 4; pp. 248 - 261 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Tokyo
Japan Science and Technology Agency
18.04.2023
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Subjects | |
Online Access | Get full text |
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