Measurement of accelerated steel corrosion in concrete using Ground-penetrating radar and a modified half-cell potential method

Keyphrases

• Ground Penetrating Radar 100%
• Cell Potential Method 100%
• Half-cell Potential 100%
• Steel Corrosion in Concrete 100%
• Travel Time 66%
• Time-frequency 66%
• Corrosion 66%
• Corrosion Products 66%
• Reinforcement Bar 66%
• Concrete Surface 33%
• Sodium Chloride 33%
• Amplitude Frequency 33%
• Short-time Fourier Transform 33%
• Direct Current 33%
• Corrosion Process 33%
• Time-frequency Spectrum 33%
• Frequency Spectrum 33%
• Upward Movement 33%
• Material Response 33%
• Steel-concrete 33%
• Spectrogram 33%
• Radar Technique 33%
• Peak Frequency 33%
• Steel Bar Corrosion 33%
• Amplitude Spectrum 33%
• Time Change 33%
• Travel Frequency 33%
• Concrete Corrosion 33%
• Depassivation 33%
• Interfacial Polarization Effect 33%
• Ionic Conduction 33%
• Corrosion Cracking 33%
• Maxwell-Wagner Effect 33%
• Time-lapse Monitoring 33%
• Spatial Measurement 33%
• Embedded Reinforcement 33%
• Multiple Interfaces 33%
• Complex Dielectric Permittivity 33%

Engineering

• Corrosion Product 100%
• Reinforcement Bar 100%
• Steel Corrosion 100%
• Half-Cell Potential 100%
• Concrete Surface 50%
• Steel Bar 50%
• Frequency Spectrum 50%
• Material Response 50%
• Anodes and Cathode 50%
• Short-Time Fourier Transform 50%
• Peak Frequency 50%
• Amplitude Spectrum 50%
• Depassivation 50%
• Interfacial Polarization 50%
• Polarization Effect 50%
• Dielectrics 50%
• Field Study 50%
• Spectrogram 50%
• Direct Current 50%