Open Access
ARTICLE
Corrosion Performance of Stainless Steel Reinforcement in the Concrete Prepared with Seawater and Coral Waste and Its Ecological Effects
Xingguo Feng1,2,3, Yiji Zhang1, Xiangyu Lu1,*, Yiwen Xu1, Leyuan Zhang1, Chao Zhu1, Tong Wu1, Yashi Yang4, Xuhui Zhao5
1 Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security, Hohai University, Nanjing, 210098, China
2 State Key Laboratory of Green Building Materials, Beijing, 100024, China
3 Key Laboratory of Marine Materials and Related Technologies, Ningbo Institute of Materials Technology and Engineering, Chinese Academy of Sciences, Ningbo, 315201, China
4 College of Water Conservancy Engineering, Wanjiang University of Technology, Maanshan, 243000, China
5 School of Materials Science and Engineering, Beijing University of Chemical Technology, Beijing, 100029, China
* Corresponding Author: Xiangyu Lu. Email:
Journal of Renewable Materials 2020, 8(5), 513-534. https://doi.org/10.32604/jrm.2020.09549
Received 30 December 2019; Accepted 23 March 2020; Issue published 29 April 2020
Abstract
Durability and ecological effects of the stainless steel reinforced coral
waste concrete were compared with those of the carbon steel reinforced ordinary
concrete. The results showed that the corrosion current densities of the stainless
steel in the coral waste concrete were less than one-tenth of those of the carbon steel
in the same grade ordinary concrete. The stainless steel in the seawater coral waste
concrete maintained passivation even after more than two years of immersion in
3.5% NaCl solution, while the carbon steel counterparts in the ordinary concrete
were seriously corroded under the same condition. Simultaneously, the corrosion
current density of the stainless steel reinforcement decreased slightly with the
strength grade of the coral waste concrete. The ecological evaluation indicated that
the non-renewable energy consumption and CO
2 emission of per cubic meter of the
newly constructed stainless steel reinforced coral waste concrete were 23.72% and
1.419% less than those of the carbon steel reinforced ordinary concrete with the
same grade, while the aforementioned two parameters of the former material were
reduced by 44.81% and 32.0% in comparison to the latter one in 50 years duration.
Keywords
Cite This Article
Feng, X., Zhang, Y., Lu, X., Xu, Y., Zhang, L. et al. (2020). Corrosion Performance of Stainless Steel Reinforcement in the Concrete Prepared with Seawater and Coral Waste and Its Ecological Effects.
Journal of Renewable Materials, 8(5), 513–534. https://doi.org/10.32604/jrm.2020.09549
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