Abstract

This paper presents a novel approach for automatic, preliminary detection of damage in concrete structures using ground-based terrestrial laser scanners. The method is based on computation of defect-sensitive features such as the surface curvature, since the surface roughness changes strongly if an area is affected by damage. A robust version of principal component analysis (PCA) classification is proposed to distinguish between structural damage and outliers present in the laser scanning data. Numerical simulations were conducted to develop a systematic point-wise defect classifier that automatically diagnoses the location of superficial damage on the investigated region. The method provides a complete picture of the surface health of concrete structures. It has been tested on two real datasets: a concrete heritage aqueduct in Brooks, Alberta, Canada; and a civil pedestrian concrete structure. The experiment results demonstrate the validity and accuracy of the proposed systematic framework for detecting and localizing areas of damage as small as 1 cm or less.

Highlights

  • Concrete structures are subject to damage and material degradation over their lifetimes due to human activities and environmental and natural hazards [1]

  • point clouds (PCs) processing and surface modelling methods can detect damage on the surface of a structure according to the surface flatness, smoothness, and roughness with respect to a reference surface simulating the intact condition of the structure [42]

  • These selected values are assumed to be applicable for any other dataset and this assumption will be validated on PCs collected from a second concrete structure

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Summary

Introduction

Concrete structures are subject to damage and material degradation over their lifetimes due to human activities and environmental and natural hazards [1]. Barsanti et al [35] evaluated a region-growing algorithm to group points into clusters based on the angular comparison between locally estimated surface normals They concluded that working on PCs does not seem to be the most suitable approach for creating a 3D segmentation to analyze historic concrete structures.

PC Processing for Damage Assessment
Statement of Problems
Automatic Damage Classification
Methodologies
Proposed Neighborhood Selection
A Systematic and Data-independent Criterion for Damage Detection
Robust PCA
Automatic Definition of Thresholds for Robust PCA Classification
Simulation Description
Initial Experiment
Initial Experiment results
Systematic Thresholds for Robust PCA Classification
B Image of Actual Damage
HealCon
Full Text
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