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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Bibliographic Details
Published inJournal of advanced concrete technology Vol. 21; no. 4; pp. 248 - 261
Main Authors Liu, Zhiyong, Qian, Rusheng, Gao, Sen, Wang, Yuncheng, Jiang, Jinyang, Zhang, Yunsheng
Format Journal Article
LanguageEnglish
Published Tokyo Japan Science and Technology Agency 18.04.2023
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