Effect of crack width and wet-dry cycles on the chloride penetration resistance of engineered cementitious composite (ECC)

Journal Article (2022)

Authors

Renjuan Sun (Shandong University)

Wei Lu (Shandong University)

Abdullah M. Tawfek (Shandong University, Sana'a University)

Yanhua Guan (Shandong University)

Xinlei Hu (Shandong University)

Hongzhi Zhang (Shandong University)

Yifeng Ling (Shandong University)

B Šavija (TU Delft - Materials and Environment)

Research Group

Materials and Environment

Microstructure Engineered Cementitious Composites Crack width Chloride penetration resistance Wet-dry cycles Chloride binding isotherm

To reference this document use:

https://doi.org/10.1016/j.conbuildmat.2022.129030

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https://resolver.tudelft.nl/c9d55bd9-c248-42e4-af84-8bfb93bd91ac

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Publication Year

2022

Language

English

Research Group

Materials and Environment

Bibliographical Note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en

Volume number

352

DOI:

https://doi.org/10.1016/j.conbuildmat.2022.129030

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Abstract

The resistance of cracked ECC against chloride ingress is mainly governed by the accumulated crack width of all the cracks rather than the maximum width of multiple cracks. However, most studies focus on the influence of a single fine crack

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