摘要： Using elastic-wave-based NDT methods to detect defects in RC structures is difficult because of the interference of rebars. In this study, the interference effect on the quality of SAFT images was quantitatively explored using a series of numerical simulations. Furthermore, two concrete specimens were fabricated for experimental verification. The experimental results exhibited strong agreement with those of quantitative analyses used in numerical simulations. These results indicated that using SAFT images to expose the defects under a layer of rebars is feasible. Moreover, a useful guideline for selecting the impacting source to produce a high-quality SAFT image is proposed. •Influence of rebars on elastic-wave-based SAFT image of concrete was surveyed.•Coherence function was introduced to evaluate the image quality quantitatively.•Relation between correlation coefficient and wavelength-to-diameter ratio was found.•Experimental results exhibit good agreement with those of quantitative analysis.•Result can be a useful reference to get better SAFT image of reinforced concrete. 出版者： Elsevier Ltd 出版日期： 2014-12-01 出處： NDT & E international : independent nondestructive testing and evaluation, 2014-12, Vol.68, p.33-42 版權： 2014 Elsevier Ltd 識別號： ISSN: 0963-8695 識別號： EISSN: 1879-1174 識別號： DOI: 10.1016/j.ndteint.2014.08.001
