Use of sugarcane bagasse ash sand (SBAS) as corrosion retardant for reinforced Portland slag cement concrete

被引:21
作者
Almeida, Fernando C. R. [1 ,2 ,3 ]
Sales, Almir [1 ]
Moretti, Juliana P. [1 ,4 ]
Mendes, Paulo C. D. [5 ]
机构
[1] Univ Fed Sao Carlos, Dept Civil Engn, Via Washington Luis,Km 235, BR-13565905 Sao Carlos, SP, Brazil
[2] Inst Technol Res, Av Prof Almeida Prado 532,Cidade Univ, BR-05508901 Sao Paulo, SP, Brazil
[3] Univ Fed Minas Gerais, Dept Mat Engn & Construct, Av Presidente Antonio Carlos 6627, BR-31270901 Belo Horizonte, MG, Brazil
[4] Univ Fed Sao Paulo, Sea Inst, Rua Dr Carvalho de Mendonca 144, BR-11070100 Santos, SP, Brazil
[5] Univ Sao Paulo, Sao Carlos Inst Chem, Av Trabalhador Sao Carlense 400, BR-13560970 Sao Carlos, SP, Brazil
关键词
Supplementary cementitious materials; Sugarcane bagasse ash sand (SBAS); Corrosion initiation; Corrosion propagation; BY-PRODUCT; EFFICIENCY; HYDRATION; WASTE; GGBS;
D O I
10.1016/j.conbuildmat.2019.07.217
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Despite their growing popularity in the construction industry, cement-based materials containing blast-furnace slag may be subject to various deteriorative processes including corrosion susceptibility owing to the reduced alkalinity of the cementitious matrix. Sugarcane bagasse ash sand (SBAS), the main agroindustrial waste in sugar and ethanol production, has the potential to enhance concrete durability. This study aims to evaluate the effect of SBAS as a fine aggregate on the corrosion of reinforced slag cement concrete. Mixes with different proportions were analysed in terms of mechanical characteristics, chloride penetration, electrolytic conductivity of pore solution, corrosion potential (by open circuit potential), and corrosion rate (by polarisation curves and Tafel plot technique), as well as the analysis of the corroded steel bars (by scanning electron microscopy technique). This paper argues the efficiency of SBAS in retarding corrosion up to an optimal content of approximately 30%. SBAS can refine micropores and act as an alkaline activator of slag cements, leading to increased compressive strength, reduced chloride penetration depth, and delayed corrosion initiation. Above 30%, the corrosion rate increases, which could be owing to the modified microstructure and higher electrolytic conductivity of SBAS-concrete pore solutions, that control the susceptibility of chloride attack on the steel bars. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:72 / 82
页数:11
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