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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

111
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...
111
Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

179
Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
179
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

132
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.
132
Creep in Concrete01:22

Creep in Concrete

186
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...
186
Frost Action on Concrete01:27

Frost Action on Concrete

94
Concrete structures in cold climates, such as those along roadsides, can retain moisture. This moisture makes them susceptible to frost-related damage when temperatures fall below freezing. Adding moisture worsens the damage during temperature fluctuations, leading to repeated freezing and thawing. De-icing salts, spread over these structures to melt ice, add to the freeze-thaw cycle, and draw even more moisture into the concrete.
This freeze-thaw cycle primarily causes surface scaling, where...
94
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

113
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...
113

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Related Experiment Video

Updated: Jun 13, 2025

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
00:05

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

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Shuffle Attention-Based Pavement-Sealed Crack Distress Detection.

Bo Yuan1, Zhaoyun Sun2, Lili Pei1

  • 1School of Data Science and Artificial Intelligence, Chang'an University, Xi'an 710061, China.

Sensors (Basel, Switzerland)
|September 14, 2024
PubMed
Summary

A new shuffle attention-based method improves pavement-sealed crack detection using advanced feature extraction and a Wise Intersection over Union loss function. This enhances pavement performance stability and accuracy.

Keywords:
distress detectionneural networkpavement-sealed crackshuffle attentionwise intersection over union

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Pavement performance stability is crucial for infrastructure longevity.
  • Accurate detection of pavement-sealed cracks is essential for timely maintenance.
  • Existing methods may lack the precision needed for complex crack patterns.

Purpose of the Study:

  • To introduce a novel shuffle attention-based approach for pavement-sealed crack detection.
  • To improve the accuracy and efficiency of identifying pavement cracks.
  • To ensure the long-term stability and performance of road infrastructure.

Main Methods:

  • Integration of a shuffle attention module within feature extraction and detection networks.
  • Utilizing a two-way detection head with multi-scale feature fusion.
  • Employing a Wise Intersection over Union loss function for dynamic gradient adjustment.

Main Results:

  • Achieved a mean Average Precision (mAP@0.5) of 98.02%.
  • Recorded a Recall of 0.9768 and an F1-score of 0.9680.
  • Demonstrated superior performance compared to existing one-stage state-of-the-art methods.

Conclusions:

  • The proposed shuffle attention-based method significantly enhances pavement-sealed crack detection accuracy.
  • The Wise Intersection over Union loss function improves bounding box fitting and coverage.
  • This approach offers a promising solution for maintaining pavement integrity and performance.