WANG Juan, JIANG Shaofei, CUI Erjiang, et al. Corrosion monitoring and probabilistic imaging location of steel bars in RC beams[J]. 2022, 54(4): 161-170.
DOI:
WANG Juan, JIANG Shaofei, CUI Erjiang, et al. Corrosion monitoring and probabilistic imaging location of steel bars in RC beams[J]. 2022, 54(4): 161-170.DOI: 10.11918/202105092.
Corrosion monitoring and probabilistic imaging location of steel bars in RC beams
To further evaluate the corrosion conditions of steel bars in RC structures
the monitoring and location technology for the corroded steel bars in RC beams was investigated based on piezoelectric sensors. Firstly
three pairs of piezoelectric lead zirconate titanate (PZT) sensors were arranged on the surface of the steel bar
then the monitored signals were processed by Radix-4 FFT
and the frequency spectrum features were extracted to figure out the development trend of the corrosion process. Meanwhile
the applicability of the PZT-based monitoring method for the overall corrosion process of steel bars was verified. Secondly
for the purpose of locating the corrosion positions of the steel bar
the weight function of the probabilistic imaging method was modified to obtain the position image of the corroded steel bar. Finally
the peak signal in the frequency domain was analyzed
and the relationship between the damage factor (FDI) and the corrosion rate was established to quantify the corrosion degree of the steel bar. Results show that the corrosion process of steel bars in RC beams could be divided into three phases: depassivation phase
debonding phase
and failure phase; the proposed damage factor (FDI) could effectively depict the three phases in the corrosion process of steel bars and quantify the corrosion rate of steel bars; the probabilistic imaging method could realize whole-process monitoring and analyze the corrosion positions of the steel bars. It indicates that the monitoring technology and the probabilistic imaging method can accurately monitor the overall process and locate the corrosion positions of steel bars in RC structures. The relationship between each phase of the whole process and the damage factor (FDI) can quantify the steel corrosion rate
which can provide technical support for the safety assessment of RC structures.