2020
DOI: 10.24018/ejers.2020.5.2.1751
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Corrosion of AISI 316 Stainless Steel Embedded in Sustainable Concrete made with Sugar Cane Bagasse Ash (SCBA) Exposed to Marine Environment

Abstract: This research evaluates of the electrochemical behavior of steel bars of the AISI 316 and AISI 1018 embedded in sustainable concrete with partial replacement of CPC 30R by Sugar Cane Bagasse Ash (SCBA) and Silica Fume (SF). The electrochemical techniques used to evaluate the corrosion were half-cell potential or Ecorr -ASTM C-876-15- and the Linear Polarization Resistance Technique (LPR) - ASTM G59-. Ecorr and Icorr results indicate after more than 300 days of exposure to the marine environment (3.5% NaCl solu… Show more

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Cited by 11 publications
(4 citation statements)
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“…The aim of this work was to study the corrosion behavior of partially substituted SCBA and SF ternary ecological concrete (TEC) mixtures embedding AISI 304 SS and AISI 1018 carbon steel (CS) rebars. TEC has been used as an alternative material to OPC in this work owing to its pozzolanic characteristics [62], as partial substitutes of the OPC, to generate a reduction in CO 2 and achieve improvements in the concrete properties to improve their performance against corrosion of the reinforcing steel, as has been proposed in some recent projects [63,64]; few proposals have used it for soil improvement [65]. Four concrete mixtures were produced according to the ACI 211.1 standar [66], the first with 100% OPC, while the remaining three were prepared with substitutions partially in percentages of 10%, 20%, and 30% of the OPC in combination with SCBA and SF TEC.…”
Section: Introductionmentioning
confidence: 99%
“…The aim of this work was to study the corrosion behavior of partially substituted SCBA and SF ternary ecological concrete (TEC) mixtures embedding AISI 304 SS and AISI 1018 carbon steel (CS) rebars. TEC has been used as an alternative material to OPC in this work owing to its pozzolanic characteristics [62], as partial substitutes of the OPC, to generate a reduction in CO 2 and achieve improvements in the concrete properties to improve their performance against corrosion of the reinforcing steel, as has been proposed in some recent projects [63,64]; few proposals have used it for soil improvement [65]. Four concrete mixtures were produced according to the ACI 211.1 standar [66], the first with 100% OPC, while the remaining three were prepared with substitutions partially in percentages of 10%, 20%, and 30% of the OPC in combination with SCBA and SF TEC.…”
Section: Introductionmentioning
confidence: 99%
“…The objective of present research is to evaluate the corrosion behavior of bars of Galvanized Steel and AISI 304 stainless steel embedded in Conventional Concrete (CC) and Ecological Concrete (EC) made with partial substitution of Portland Cement (PC) by combinations of Sugar Cane Bagasse Ash (SCBA) and Silica Fume (SF) in different percentages (10%, 20% and 30%), agroindustrial and industrial waste of pozzolanic characteristics as indicated in various investigations [9][10].…”
Section: Introductionmentioning
confidence: 99%
“…𝑃 𝑔 is the radial pressure at the steel-concrete interface and is obtained with equation (10), where 𝑓 𝑡 is the concrete tensile stress and for our study it is calculated as established by the NTC (2017) based on the type of concrete being used.…”
Section: ) Penetration Of Corrosion At the Beginning Of The Corrosion...mentioning
confidence: 99%