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Related Concept Videos

Types of Non-structural Cracks in Concrete01:28

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Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
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Microcracking in Concrete01:20

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Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
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Directional Lighting-Based Deep Learning Models for Crack and Spalling Classification.

Sanjeetha Pennada1, Jack McAlorum1, Marcus Perry1

  • 1Department of Civil & Environmental Engineering, University of Strathclyde, Glasgow G1 1XJ, UK.

Journal of Imaging
|September 26, 2025
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Summary
This summary is machine-generated.

This study introduces directional lighting techniques for concrete crack detection, outperforming traditional methods. A multi-channel neural network achieved superior accuracy in classifying concrete defects under low-light conditions.

Keywords:
hyperparameter tuningimage fusionmulti-channel neural networkstratified cross-validationstructural health monitoringtransfer learning

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Autonomous inspections of concrete structures require effective external lighting, especially in low-light conditions.
  • Uniformly diffused lighting has limitations in detecting complex crack patterns in concrete.
  • Existing methods struggle with accurate concrete defect classification under challenging illumination.

Purpose of the Study:

  • To propose novel algorithms using directional lighting for improved concrete defect classification.
  • To address the limitations of uniformly diffused lighting in crack detection.
  • To enhance the accuracy and reliability of autonomous concrete inspections.

Main Methods:

  • Developed two algorithms: a fused neural network and a multi-channel neural network.
  • Fused neural network utilizes maximum intensity pixel-level image fusion from directional images.
  • Multi-channel neural network creates a five-channel image representing different lighting directions (Right, Down, Left, Up, Diffused).

Main Results:

  • The multi-channel neural network model demonstrated superior performance.
  • Achieved high evaluation metrics: 96.6% accuracy, 96.3% precision, 97% recall, and 96.6% F1 score.
  • Outperformed the FusedNet and other existing literature models without increasing evaluation time.

Conclusions:

  • Directional lighting significantly improves concrete crack classification accuracy.
  • The multi-channel neural network is a promising approach for autonomous concrete inspections in low-light environments.
  • Future work will explore extending these techniques to white-box methods.