Journal Article

Bond Performance between Slightly Corroded Steel Bar and Concrete after Exposure to High Temperature

  • Yang O
  • Zhang B
  • Yan G
  • et al.
Journal of Structural Engineering (2018) 144(11)
DOI: 10.1061/(asce)st.1943-541x.0002217
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Abstract

AbstractBond-slip characteristics of slightly corroded (less than 2% mass loss) reinforcing steel bars embedded in concrete were investigated with pull-out tests conducted after exposure to high te...

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Yang, O., Zhang, B., Yan, G., & Chen, J. (2018). Bond Performance between Slightly Corroded Steel Bar and Concrete after Exposure to High Temperature. Journal of Structural Engineering, 144(11). https://doi.org/10.1061/(asce)st.1943-541x.0002217

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