Quantitative evaluation of carbonation in concrete using nonlinear ultrasound

  • Gun Kim
  • , Jin Yeon Kim
  • , Kimberly E. Kurtis
  • , Laurence J. Jacobs
  • , Yann Le Pape
  • , Maria Guimaraes

    Research output: Contribution to journalArticlepeer-review

    69 Scopus citations

    Abstract

    A new nonlinear ultrasonic technique for nondestructive evaluation of concrete components is developed and implemented to characterize the effects of carbonation on concrete. The physical principle of this method is the second harmonic generation (SHG) in propagating Rayleigh surface waves which are detected by a non-contact air-coupled transducer. The nonlinearity parameter, as an indicator of material properties, is experimentally obtained from measured Rayleigh wave signals and is used to quantitatively evaluate the progress of carbonation under accelerated conditions. The experimental results show that there is a significant decrease in the measured nonlinearity parameter, most likely originated from the deposit of the carbonation product, CaCO3, in pre-existing voids and microcracks. The sensitivity of the nonlinearity parameter is also verified by comparing with the measured Rayleigh wave velocity. The results in this paper demonstrate that the SHG technique using Rayleigh surface waves can be used to monitor carbonation in concrete.

    Original languageEnglish
    Pages (from-to)399-409
    Number of pages11
    JournalMaterials and Structures/Materiaux et Constructions
    Volume49
    Issue number1-2
    DOIs
    StatePublished - Jan 1 2016

    Funding

    The authors gratefully acknowledge the research support from the Electric Power Research Institute (EPRI), Research Project No. 073289.

    Keywords

    • Carbonation
    • NDE for cement-based materials
    • Nonlinear Rayleigh waves
    • Nonlinearity parameter

    Fingerprint

    Dive into the research topics of 'Quantitative evaluation of carbonation in concrete using nonlinear ultrasound'. Together they form a unique fingerprint.

    Cite this