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

333
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...
333
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

390
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.
390
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

350
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...
350
Difference from Background: Limit of Detection01:05

Difference from Background: Limit of Detection

7.9K
The limit of detection (LOD) is the smallest amount of analyte that can be distinguished from the background noise. The LOD value corresponds to the concentration at which the analyte signal is three times larger than the standard deviation of the blank signal. Below this value, the analyte signal cannot be differentiated from the background noise. It is calculated by dividing the calibration slope by 3 times the standard deviation of the blank signals.
The LOD indicates the presence or absence...
7.9K
Shrinkage in Concrete01:27

Shrinkage in Concrete

269
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
269
Reinforcements in Concrete01:25

Reinforcements in Concrete

345
Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
345

You might also read

Related Articles

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

Sort by
Same author

Bayesian Graphical Models for Multiscale Inference in Medical Image-Based Joint Degeneration Analysis.

Diagnostics (Basel, Switzerland)·2025
Same author

Current Mechanobiological Pathways and Therapies Driving Spinal Health.

Bioengineering (Basel, Switzerland)·2025
Same author

Epigenetic Profiling of Cell-Free DNA in Cerebrospinal Fluid: A Novel Biomarker Approach for Metabolic Brain Diseases.

Life (Basel, Switzerland)·2025
Same author

Navigating Healthcare AI Governance: the Comprehensive Algorithmic Oversight and Stewardship Framework for Risk and Equity.

Health care analysis : HCA : journal of health philosophy and policy·2025
Same author

Tear Film and Keratitis in Space: Fluid Dynamics and Nanomedicine Strategies for Ocular Protection in Microgravity.

Pharmaceutics·2025
Same author

Computational and Imaging Approaches for Precision Characterization of Bone, Cartilage, and Synovial Biomolecules.

Journal of personalized medicine·2025
Same journal

RETRACTED: Zhang et al. A Novel Framework for Reconstruction and Imaging of Target Scattering Centers via Wide-Angle Incidence in Radar Networks. <i>Sensors</i> 2025, <i>25</i>, 6802.

Sensors (Basel, Switzerland)·2026
Same journal

Enhancing Unsupervised Multi-Source Domain Adaptation for Person Re-Identification via Mixture of Experts and Graph-Based Relation.

Sensors (Basel, Switzerland)·2026
Same journal

Development of an Instrumented Glove for Palmar Pressure Assessment in Kayakers.

Sensors (Basel, Switzerland)·2026
Same journal

Development and Experimental Validation of an Autonomous IoT-Based Monitoring System for Real-Time Water Quality Assessment in the Amazon River.

Sensors (Basel, Switzerland)·2026
Same journal

Semi-Supervised Adversarial Learning Framework for Controller Area Network Bus Intrusion Detection.

Sensors (Basel, Switzerland)·2026
Same journal

Smart Optimization Method for Safety Signs in Innovative Manufacturing Environments Integrating Industrial Field IoT Sensors and Knowledge Graphs.

Sensors (Basel, Switzerland)·2026
See all related articles

Related Experiment Video

Updated: Dec 12, 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

1.5K

Deep Learning-Based Feature Silencing for Accurate Concrete Crack Detection.

Umme Hafsa Billah1, Hung Manh La1, Alireza Tavakkoli1

  • 1Department of Computer Science and Engineering, University of Nevada, Reno, NV 89557, USA.

Sensors (Basel, Switzerland)
|August 14, 2020
PubMed
Summary
This summary is machine-generated.

This study introduces an automated concrete crack inspection system using a deep convolutional neural network. The framework enhances detection accuracy and efficiency for infrastructure safety.

Keywords:
convolutional neural networkcrack detectionencoder-decoder architecturefeature silencingsemantic segmentation

More Related Videos

Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications
03:31

Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications

Published on: December 15, 2023

879

Related Experiment Videos

Last Updated: Dec 12, 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

1.5K
Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications
03:31

Author Spotlight: Enhancement of Salient Object Detection for Smart Grid Applications

Published on: December 15, 2023

879

Area of Science:

  • Civil Engineering
  • Computer Science
  • Artificial Intelligence

Background:

  • Deteriorated concrete structures pose significant safety risks, necessitating automated inspection methods.
  • Current concrete crack detection systems often struggle with accuracy and efficiency.

Purpose of the Study:

  • To develop an autonomous concrete crack inspection framework for enhanced automated structural assessment.
  • To improve the performance of deep convolutional neural networks in crack segmentation.

Main Methods:

  • A deep convolutional neural network architecture was employed for crack segmentation.
  • A feature silencing module was incorporated to eliminate non-discriminative feature maps, addressing the gradient vanishing problem.

Main Results:

  • The proposed framework demonstrated improved robustness, sensitivity, and specificity in crack detection.
  • The system effectively managed the trade-off between specificity and sensitivity for concrete crack analysis.
  • The framework achieved higher precision rates and faster processing times compared to existing state-of-the-art methods.

Conclusions:

  • The feature silencing module enhances convolutional neural network performance for concrete crack detection.
  • The developed framework offers a robust and efficient solution for autonomous concrete inspection, improving infrastructure safety.