Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

174
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...
174
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

217
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.
217
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

165
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
165
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

168
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
168
Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

236
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
236
Creep in Concrete01:22

Creep in Concrete

361
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
361

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Estimation of Prediction Intervals for Performance Assessment of Building Using Machine Learning.

Sensors (Basel, Switzerland)·2024
Same author

Damage-Detection Approach for Bridges with Multi-Vehicle Loads Using Convolutional Autoencoder.

Sensors (Basel, Switzerland)·2022
Same author

Special Issue on "Smart City and Smart Infrastructure".

Sensors (Basel, Switzerland)·2021
Same author

LiDAR-Based Bridge Displacement Estimation Using 3D Spatial Optimization.

Sensors (Basel, Switzerland)·2020
Same author

Characterization of Porous Cementitious Materials Using Microscopic Image Processing and X-ray CT Analysis.

Materials (Basel, Switzerland)·2020
Same author

Individual Disaster Assistance For Socially Vulnerable People: Lessons Learned From the Pohang Earthquake in the Republic of Korea.

Risk analysis : an official publication of the Society for Risk Analysis·2020

Related Experiment Video

Updated: Aug 10, 2025

Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines
08:27

Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines

Published on: January 5, 2024

1.2K

Fast Detection of Missing Thin Propagating Cracks during Deep-Learning-Based Concrete Crack/Non-Crack Classification.

Ganesh Kolappan Geetha1, Hyun-Jung Yang2, Sung-Han Sim1

  • 1School of Civil, Architectural Engineering and Landscape Architecture, Sungkyunkwan University, Suwon 16419, Republic of Korea.

Sensors (Basel, Switzerland)
|February 11, 2023
PubMed
Summary

This study introduces an efficient deep learning (DL) method using image processing to track thin, propagating cracks in concrete structures. The approach improves crack detection accuracy on low-resolution images, overcoming limitations of existing DL models.

Keywords:
1D-CNNUAVconcrete crack and non-crackdeep learningfast detectionimage binarizationimage processingstructural health monitoringthin crack classification

More Related Videos

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
05:30

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation

Published on: September 29, 2019

8.3K
Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
04:58

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation

Published on: January 6, 2023

2.3K

Related Experiment Videos

Last Updated: Aug 10, 2025

Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines
08:27

Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines

Published on: January 5, 2024

1.2K
Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
05:30

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation

Published on: September 29, 2019

8.3K
Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
04:58

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation

Published on: January 6, 2023

2.3K

Area of Science:

  • Civil Engineering
  • Computer Science
  • Materials Science

Background:

  • Existing deep learning (DL) models struggle to detect thin, single-pixel width cracks.
  • Accurate crack detection is crucial for concrete structure integrity assessment.

Purpose of the Study:

  • To propose a computationally efficient scheme for tracking thin/propagating crack segments missed by DL models.
  • To enhance DL-based crack identification on concrete surfaces.

Main Methods:

  • A hybrid approach combining image processing (pre- and post-processor) with a 1D DL model.
  • Image processing assists DL by identifying crack candidate regions and tracking thin cracks.
  • The method is validated on low-resolution UAV-captured images with varying concrete textures and disturbances.

Main Results:

  • Successfully tracks thin cracks (single-pixel width) missed by conventional DL models.
  • Demonstrates robustness across diverse concrete surface textures, lighting conditions, and complex scenes.
  • The approach is invariant to initial sensitivity parameters and hyperparameters due to multi-threshold image processing.

Conclusions:

  • The proposed image-processing-assisted DL scheme offers an efficient and accurate alternative for thin crack detection in concrete.
  • It overcomes the limitations of semantic segmentation for pixelated mapping of fine crack regimes.
  • This method reduces the need for labor-intensive and skilled manual labeling in crack assessment.