Print Email Facebook Twitter Effect of crack width and wet-dry cycles on the chloride penetration resistance of engineered cementitious composite (ECC) Title Effect of crack width and wet-dry cycles on the chloride penetration resistance of engineered cementitious composite (ECC) Author Sun, Renjuan (Shandong University) Lu, Wei (Shandong University) Tawfek, Abdullah M. (Shandong University; Sana'a University) Guan, Yanhua (Shandong University) Hu, Xinlei (Shandong University) Zhang, Hongzhi (Shandong University) Ling, Yifeng (Shandong University) Šavija, B. (TU Delft Materials and Environment) Date 2022 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 Subject Engineered Cementitious CompositesChloride penetration resistanceCrack widthWet-dry cyclesChloride binding isothermMicrostructure To reference this document use: http://resolver.tudelft.nl/uuid:c9d55bd9-c248-42e4-af84-8bfb93bd91ac DOI https://doi.org/10.1016/j.conbuildmat.2022.129030 Embargo date 2023-09-01 ISSN 0950-0618 Source Construction and Building Materials, 352 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. Part of collection Institutional Repository Document type journal article Rights © 2022 Renjuan Sun, Wei Lu, Abdullah M. Tawfek, Yanhua Guan, Xinlei Hu, Hongzhi Zhang, Yifeng Ling, B. Šavija Files PDF 1_s2.0_S095006182202685X_main.pdf 6.35 MB Close viewer /islandora/object/uuid:c9d55bd9-c248-42e4-af84-8bfb93bd91ac/datastream/OBJ/view