Characterization of Corrosion-Induced Fracture in Reinforced Concrete Beams Using Electrical Potential, Ultrasound and Low-Frequency Vibration - Publication - Bridge of Knowledge

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Characterization of Corrosion-Induced Fracture in Reinforced Concrete Beams Using Electrical Potential, Ultrasound and Low-Frequency Vibration

Abstract

The paper deals with the non-destructive experimental testing of the reinforced concrete beams under progressive corrosion. A series of experiments using electrical potential, ultrasound and low-frequency vibrations techniques are reported. Electrical potential and natural frequencies were used to characterise and monitor the corrosion process at its initial state. The P-wave velocity measurements were proved to be effective in quantitative assessment of the level of corrosion as it progresses. The possibility of early detection of damage using a proposed damage index and diagnostic framework is promising for possible applications in the non-invasive diagnostics of reinforced concrete elements.

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Details

Category:
Articles
Type:
artykuły w czasopismach
Published in:
JOURNAL OF NONDESTRUCTIVE EVALUATION no. 43,
ISSN: 0195-9298
Language:
English
Publication year:
2024
Bibliographic description:
Ferenc T., Wojtczak E., Meronk B., Ryl J., Wilde K., Rucka M.: Characterization of Corrosion-Induced Fracture in Reinforced Concrete Beams Using Electrical Potential, Ultrasound and Low-Frequency Vibration// JOURNAL OF NONDESTRUCTIVE EVALUATION -Vol. 43,iss. 2 (2024),
DOI:
Digital Object Identifier (open in new tab) 10.1007/s10921-024-01076-7
Sources of funding:
  • COST_FREE
Verified by:
Gdańsk University of Technology

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