Time and Crack Width Dependent Model of Chloride Transportation in Engineered Cementitious Composites (ECC)

This paper aims to develop a chloride transport model of engineered cementitious composites (ECC) that can consider the influence of both exposure time and crack width. ECC specimens with crack widths of 0.1 mm, 0.2 mm and 0.3 mm were soaked into NaCl solution with periods of 30, 60, 90 and 120 days...

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Detalles Bibliográficos
Autores principales: Bu, Linglai, Qiao, Lei, Sun, Renjuan, Lu, Wei, Guan, Yanhua, Gao, Nan, Hu, Xinlei, Li, Zhenhuan, Wang, Lin, Tian, Yuhe, Qin, Yu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9416124/
https://www.ncbi.nlm.nih.gov/pubmed/36013747
http://dx.doi.org/10.3390/ma15165611

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9416124/
https://www.ncbi.nlm.nih.gov/pubmed/36013747
http://dx.doi.org/10.3390/ma15165611

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