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

233
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...
233
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

281
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.
281

You might also read

Related Articles

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

Sort by
Same author

Multimodal Biometric Framework for Evaluating Emotional Impact of Chromatic Manipulation in Cinematic Content.

Sensors (Basel, Switzerland)·2026
Same author

Forehead and In-Ear EEG Acquisition and Processing: Biomarker Analysis and Memory-Efficient Deep Learning Algorithm for Sleep Staging with Optimized Feature Dimensionality.

Sensors (Basel, Switzerland)·2025
Same author

Use of Abandoned Copper Tailings as a Precursor to the Synthesis of Fly-Ash-Based Alkali Activated Materials.

Materials (Basel, Switzerland)·2025
Same author

Synchronous Acquisition and Processing of Electro- and Phono-Cardiogram Signals for Accurate Systolic Times' Measurement in Heart Disease Diagnosis and Monitoring.

Sensors (Basel, Switzerland)·2025
Same author

Adaptive Jamming Mitigation for Clustered Energy-Efficient LoRa-BLE Hybrid Wireless Sensor Networks.

Sensors (Basel, Switzerland)·2025
Same author

Innovative Driver Monitoring Systems and On-Board-Vehicle Devices in a Smart-Road Scenario Based on the Internet of Vehicle Paradigm: A Literature and Commercial Solutions Overview.

Sensors (Basel, Switzerland)·2025

Related Experiment Video

Updated: Oct 12, 2025

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

8.4K

Image-Based Automated Width Measurement of Surface Cracking.

Miguel Carrasco1, Gerardo Araya-Letelier2, Ramiro Velázquez3

  • 1Facultad de Ingeniería y Ciencias, Universidad Adolfo Ibáñez, Av. Diagonal las Torres 2640, Santiago 7941169, Chile.

Sensors (Basel, Switzerland)
|November 27, 2021
PubMed
Summary
This summary is machine-generated.

This study introduces an automated digital image processing method for precise crack width measurement in civil engineering. The technique accurately assesses crack dimensions, improving structural integrity monitoring.

Keywords:
crack characterizationinfrastructure durability assessmentsurface cracks

More Related Videos

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
07:37

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method

Published on: January 16, 2019

9.8K
Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
04:58

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation

Published on: January 6, 2023

2.7K

Related Experiment Videos

Last Updated: Oct 12, 2025

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

8.4K
Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
07:37

Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method

Published on: January 16, 2019

9.8K
Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
04:58

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation

Published on: January 6, 2023

2.7K

Area of Science:

  • Civil Engineering
  • Materials Science
  • Computer Vision

Background:

  • Traditional crack detection relies on manual visual inspection and crack-width comparator gauges (CWCG), which are time-consuming, subjective, and prone to measurement errors.
  • Existing automated crack detection algorithms often focus on segmentation using Deep Learning but neglect the critical aspect of accurate crack width evaluation.

Purpose of the Study:

  • To propose and validate a novel automated method for precise surface crack width measurement using digital image processing.
  • To develop a technique that addresses the limitations of traditional methods and current automated approaches by focusing on width evaluation and orientation.

Main Methods:

  • The proposed method involves three stages: anisotropic smoothing for noise reduction, image segmentation to isolate cracks, and k-means adjustment for stabilizing central points.
  • This approach enables the characterization of both crack width and curvature-related orientation.

Main Results:

  • The method was validated on fiber-reinforced earthen construction materials, demonstrating robustness, efficiency, and high accuracy in estimating crack width from digital images.
  • It successfully distinguishes real cracks from false ones and can detect cracks as narrow as 0.15 mm, irrespective of lighting conditions.

Conclusions:

  • The developed digital image processing technique offers a significant advancement in automated crack width measurement for civil infrastructure.
  • This novel approach provides a reliable and efficient tool for assessing structural safety and integrity, overcoming the drawbacks of manual inspection and existing automated methods.