Automated rebar recognition and corrosion assessment of concrete bridge decks using ground penetrating radar

  • Nour Faris
  • , Tarek Zayed
  • , Ali Fares
  • , Sherif Abdelkhalek
  • , Eslam Mohammed Abdelkader

Research output: Journal article publicationJournal articleAcademic researchpeer-review

Abstract

Reinforcement corrosion is a leading cause of damage in concrete bridge decks, resulting in cracking and spalling in the concrete cover. Recently, ground penetrating radar (GPR) emerged as a prominent non-destructive testing (NDT) for evaluating the corrosiveness of concrete structures. Although GPR provides real-time testing for concrete elements, the analysis and interpretation of GPR data can be complex and time-consuming. To this end, this paper introduces a comprehensive methodology for a fully automated GPR data interpretation in the context of reinforcement corrosion evaluation. The developed method encompasses robust rebar picking and corrosion mapping. The rebar picking is realized by employing advanced waveform analysis and a three-step automated thresholding approach. Following rebar picking and data extraction, corrosion mapping is performed, stepping on a statistically optimized amplitude thresholding process. The developed rebar picking module achieved more than 98% precision and recall. Furthermore, the standardized corrosion assessment methodology precisely pinpointed potential corroded areas.

Original languageEnglish
Article number105631
JournalAutomation in Construction
Volume166
DOIs
Publication statusPublished - Oct 2024

Keywords

  • Automation
  • Bridge decks
  • Corrosion assessment
  • Ground penetrating radar
  • Non-destructive testing
  • Rebar picking

ASJC Scopus subject areas

  • Control and Systems Engineering
  • Civil and Structural Engineering
  • Building and Construction

Fingerprint

Dive into the research topics of 'Automated rebar recognition and corrosion assessment of concrete bridge decks using ground penetrating radar'. Together they form a unique fingerprint.

Cite this