Cross, W. M., Duke, E. F., Kellar, J. J., Han, K. N., & Johnston, D. (2001). Stainless Steel Clad Rebar in Bridge Decks (Report No. SD2000-04-F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/82573
Cross, William M, Ed F Duke, Jon J Kellar, Ken N Han, and Dan Johnston. Stainless Steel Clad Rebar in Bridge Decks. Report no. SD2000-04-F. South Dakota. Department of Transportation, 2001. https://rosap.ntl.bts.gov/view/dot/82573.
Cross, William M, et al. Stainless Steel Clad Rebar in Bridge Decks. South Dakota. Department of Transportation, 2001, Report no. SD2000-04-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/82573.
The corrosion resistance, mechanical properties, and cladding size and shape of a stainless steel clad (SSC) reinforcing bar (rebar) were investigated. For the mechanical property testing, the black steel core failed prior to the cladding. The mechanical properties examined were elongation, tensile strength and yield strength. The SSC rebar had greater elongation and tensile strength than the specifications, but the yield strength had a 33% probability of being less than the specification if the actual bar diameter of 0.76” was used.
Cross, W. M., Duke, E. F., Kellar, J. J., Han, K. N., & Johnston, D. (2001). Stainless Steel Clad Rebar in Bridge Decks (Report No. SD2000-04-F). South Dakota. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/82573
Cross, William M, Ed F Duke, Jon J Kellar, Ken N Han, and Dan Johnston. Stainless Steel Clad Rebar in Bridge Decks. Report no. SD2000-04-F. South Dakota. Department of Transportation, 2001. https://rosap.ntl.bts.gov/view/dot/82573.
Cross, William M, et al. Stainless Steel Clad Rebar in Bridge Decks. South Dakota. Department of Transportation, 2001, Report no. SD2000-04-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/82573.
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