Chloride ingress in cracked and uncracked SHCC under cyclic wetting-drying exposure

被引：41

作者：

Paul, Suvash Chandra ^{[1
,2
]}

van Zijl, Gideon P. A. G. ^{[2
]}

Babafemi, Adewumi John ^{[2
,3
]}

Tan, Ming Jen ^{[1
]}

机构：

[1] Nanyang Technol Univ, Sch Mech & Aerosp Engn, Singapore Ctr Printing 3D, Singapore 639798, Singapore

[2] Univ Stellenbosch, Dept Civil Engn, ZA-7600 Stellenbosch, South Africa

[3] Obafemi Awolowo Univ, Dept Bldg, Ife, Nigeria

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2016年 / 114卷

关键词：

Total and free chloride; Rapid chloride migration; Crack; SHCC; INTERFACIAL TRANSITION ZONE; CONCENTRATION-DEPENDENCE; COMPOSITES SHCC; PART; CONCRETE; DIFFUSION; CORROSION; PENETRATION; STEEL; IONS;

D O I：

10.1016/j.conbuildmat.2016.03.206

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper reports the performance of strain hardening cement-based composite (SHCC) containing polyvinyl alcohol (PVA) fiber under chloride exposure of both cracked and uncracked specimens. The performance of SHCC was also compared to that of an identical mortar mixture without fibers. Three-point bending was applied to mechanically induce cracks in both reinforced SHCC and mortar specimens. Cracks were also formed in unreinforced SHCC specimens, whereas cracks were not formed in the unreinforced mortar specimens because of its brittle behavior. Thereafter, specimens were subjected to cyclic and continuous chloride attack for defined time periods. Both total and free chloride in SHCC and mortar specimens were then determined by means of X-ray florescence (XRF) and chemical analysis according to RILEM recommendations. Rapid chloride migration tests were also performed to determine the chloride migration coefficient in both SHCC and mortar. The results confirm that the mechanically-induced cracks in the SHCC specimens lead to higher chloride migration than in uncracked SHCC. (C) 2016 Elsevier Ltd. All rights reserved.

引用

页码：232 / 240

页数：9

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