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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

117
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...
117
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

154
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.
154
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

129
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...
129
Creep in Concrete01:22

Creep in Concrete

229
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...
229
Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

162
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...
162
Shrinkage in Concrete01:27

Shrinkage in Concrete

97
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...
97

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Related Experiment Video

Updated: Jun 30, 2025

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
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An improved transformer-based concrete crack classification method.

Guanting Ye1,2, Wei Dai2, Jintai Tao2

  • 1College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi, 830052, China.

Scientific Reports
|March 15, 2024
PubMed
Summary

A new Cross Swin transformer-skip (CSW-S) model enhances concrete crack identification. This efficient method achieves 96.92% accuracy, outperforming traditional models for structural durability assessment.

Keywords:
Crack detectionDeep learningImage feature extractionStructural health monitoringTransformer

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Surface cracks in concrete structures are critical indicators of durability and serviceability.
  • Current convolutional neural networks (CNNs) for crack identification are computationally expensive and inefficient.

Purpose of the Study:

  • To propose an optimized Cross Swin transformer-skip (CSW-S) network for accurate and efficient concrete crack classification.
  • To improve upon existing transformer and CNN models for crack detection.

Main Methods:

  • Developed a novel CSW-S network by incorporating residual links into the Cross Swin transformer architecture.
  • Trained and evaluated the CSW-S model on a dataset comprising 17,000 concrete crack images.

Main Results:

  • The enhanced CSW-S network demonstrated an improved ability to extract image features, leading to higher crack recognition accuracy.
  • Achieved a detection accuracy of 96.92% without pretraining.
  • The CSW-S model exhibited superior recognition efficiency and accuracy compared to traditional transformer and CNN models.

Conclusions:

  • The optimized CSW-S network offers a more accurate and efficient solution for concrete crack classification.
  • This advancement contributes to better structural health monitoring and durability assessment in civil engineering applications.