Evaluation of corrosion resistance of various concrete reinforcing materials.
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2013-06-01
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Abstract:The Vermont Agency of Transportation undertook a simple experiment to determine the corrosion ; resistance ability of various reinforcing steels (rebar) that may be used in bridges and other concrete ; structures. Eight types of rebar were used in the study, ; including: black, MMFX2, epoxy coated, Z ; - ; Bar, ; stainless clad, high nickel stainless steel, high manganese stainless steel, and a duplex stainless steel. ; Rebar samples were subjected to a 3% sodium chloride salt water solution bath three days a week for ; ei ; ght hours. When not submerged, samples were left to dry under standard temperature and ; pressures. Samples went through this procedure for a total of 260 cycles, which was equated to an ; approximately 10 year outdoor lifecycle under Vermont’s climatic cond ; itions. Samples were measured ; for mass, diameter, and coating thicknesses prior to, periodically during, and at the completion of their ; exposure testing. ; Results prove that each type of rebar show varying degrees of corrosion resistance to sodium ; chloride. ; Black bar showed not only extensive corrosion, but it also began rapidly from the onset of the ; immersions, while epoxy coated bars (ECR) showed adequate resistance to corrosion. Some ECR ; bars were intentionally cut and not repaired for the stud ; y showed a considerable increase in corrosion ; over intact bars. Bars that are designed to further combat construction damage, Z ; - ; Bar, stainless ; - ; clad, ; and solid stainless steels, exhibited far greater corrosion resistance
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Main Document Checksum:urn:sha256:cf5e86dd46640a778026204add30dc2324d7f11444b51b61f0315ae9b7adbed6