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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

116
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...
116
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

146
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.
146
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

126
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...
126
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

116
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...
116
Segregation in Fresh Concrete01:16

Segregation in Fresh Concrete

116
Segregation in fresh concrete is a phenomenon where the components of the concrete mix separate, leading to uneven distribution and compromised structural integrity. This separation typically occurs when concrete is subjected to excessive horizontal movement within forms, or when it is dropped from considerable heights or forced through narrow, winding paths. As a result, heavier coarse aggregate particles settle at the bottom, while lighter, finer materials such as cement and water rise to the...
116
Creep in Concrete01:22

Creep in Concrete

218
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...
218

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A robust self-supervised approach for fine-grained crack detection in concrete structures.

Muhammad Sohaib1,2, Md Junayed Hasan3, Mohd Asif Shah4,5

  • 1School of Computer Science and Technology, Zhejiang Normal University, Jinhua, 321004, China.

Scientific Reports
|June 2, 2024
PubMed
Summary

This study introduces a self-supervised YOLOv8 (SS-YOLO) method for detecting fine-grained cracks in concrete structures. The approach enhances crack detection and segmentation accuracy, improving structural integrity assessments.

Keywords:
Concrete cracks detectionCurriculum learningGaussian adaptive weightsPseudo-labelingSelf-supervised YOLOStructural health monitoring

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Concrete structures are prone to deterioration from fine-grained cracks, compromising structural integrity.
  • Existing computer vision methods, including deep convolutional neural networks and transformers, struggle with precise localization of these fine cracks.
  • Automated crack detection is crucial for timely maintenance and extending the lifespan of concrete infrastructure.

Purpose of the Study:

  • To develop an advanced computer vision approach for accurate detection and segmentation of fine-grained cracks in concrete structures.
  • To improve upon existing methods that face challenges in localizing subtle crack features.
  • To enhance the efficiency and accuracy of automated structural health monitoring systems.

Main Methods:

  • A novel self-supervised 'you only look once' (SS-YOLO) approach based on the YOLOv8 model.
  • Integration of Convolutional Block Attention (CBAM) and Gaussian Adaptive Weight Distribution Multi-Head Self-Attention (GAWD-MHSA) modules for enhanced feature identification.
  • Application of curriculum learning-based self-supervised pseudo-labeling (CL-SSPL) to improve performance on limited datasets.

Main Results:

  • Achieved a mean average precision (mAP) of over 90.01% and an F1 score of 87%.
  • Demonstrated significant improvements of at least 2.62% in mAP and 4.40% in F1 score compared to existing methods across three datasets.
  • Exhibited a reduction in inference time by 2 ms per image, indicating increased efficiency.

Conclusions:

  • The proposed SS-YOLO method effectively addresses the challenges of fine-grained crack detection and segmentation in concrete structures.
  • The integration of attention mechanisms and pseudo-labeling significantly boosts detection accuracy and robustness.
  • This approach offers a promising solution for automated structural health monitoring, enhancing the reliability and longevity of concrete infrastructure.