Yu Xiang, Al-Saadi Saad, Zhao Xiao-Ling, Raman R K Singh
Department of Chemical Engineering, Monash University, Clayton, VIC 3800, Australia.
Department of Mechanical and Aerospace Engineering, Monash University, Clayton, VIC 3800, Australia.
Materials (Basel). 2021 Sep 30;14(19):5713. doi: 10.3390/ma14195713.
Seawater and sea sand concrete (SWSSC) is an environmentally friendly alternative to ordinary Portland cement concrete for civil construction. However, the detrimental effect of high chloride content of SWSSC on the corrosion resistance of steel reinforcement is a concern. This study undertook the electrochemical corrosion behaviour and surface characterizations of a mild steel and two stainless steels (AISI type 304 and 316) in various simulated concrete environments, including the alkaline + chloride environment (i.e., SWSSC). Open circuit potential (OCP), potentiodynamic polarization (PDP), electrochemical impedance spectroscopy (EIS) and scanning electron microscopy (SEM) were employed. Though chloride is detrimental to the corrosion resistance of mild steels, a simultaneous presence of high alkalinity in SWSSC negate the detrimental effect of chloride. In the case of stainless steels, a high level of alkalinity is found to be detrimental, whereas chloride seems to have less detrimental effect on their corrosion resistance.
海水海砂混凝土(SWSSC)是民用建筑中普通硅酸盐水泥混凝土的一种环保替代品。然而,SWSSC中高氯含量对钢筋耐腐蚀性的不利影响令人担忧。本研究对低碳钢和两种不锈钢(AISI 304型和316型)在各种模拟混凝土环境中的电化学腐蚀行为和表面特征进行了研究,包括碱性+氯化物环境(即SWSSC)。采用了开路电位(OCP)、动电位极化(PDP)、电化学阻抗谱(EIS)和扫描电子显微镜(SEM)。虽然氯化物对低碳钢的耐腐蚀性有害,但SWSSC中同时存在的高碱度抵消了氯化物的有害影响。对于不锈钢,高碱度被发现是有害的,而氯化物似乎对其耐腐蚀性的有害影响较小。