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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

98
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...
98
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

121
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.
121
Design Example: Joints in Concrete Pavements01:28

Design Example: Joints in Concrete Pavements

167
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...
167
Segregation in Fresh Concrete01:16

Segregation in Fresh Concrete

88
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...
88
Creep in Concrete01:22

Creep in Concrete

137
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...
137
Shrinkage in Concrete01:27

Shrinkage in Concrete

74
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...
74

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Algorithm for pixel-level concrete pavement crack segmentation based on an improved U-Net model.

Zixuan Zhang1,2, Yike He1, Di Hu1

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

Scientific Reports
|February 24, 2025
PubMed
Summary
This summary is machine-generated.

This study introduces an improved U-Net model (U-Net-FML) for accurate concrete crack detection. The enhanced model significantly improves road safety assessment and maintenance planning by achieving high accuracy and speed in identifying pavement cracks.

Keywords:
Concrete cracksConvolutional neural networksDeep learningSemantic segmentationU-Net

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Area of Science:

  • Civil Engineering
  • Computer Vision
  • Artificial Intelligence

Background:

  • Concrete surface cracks pose risks to road safety and infrastructure integrity.
  • Accurate crack identification is essential for effective road condition assessment and maintenance planning.
  • Existing crack detection methods often lack the required accuracy and speed for complex environments.

Purpose of the Study:

  • To develop an improved U-shaped convolutional network (U-Net) model for enhanced concrete crack detection.
  • To increase the accuracy, speed, and robustness of pavement crack identification algorithms.
  • To broaden the predictive ability of crack detection models by training on diverse datasets.

Main Methods:

  • Modification of the original U-Net model with two key innovations.
  • Reduction of model parameters to improve efficiency.
  • Training the enhanced U-Net-FML model on a combined dataset of public images and 960 custom road crack images.
  • Utilizing datasets with varied exposure and noise conditions to enhance model generalization.

Main Results:

  • The proposed U-Net-FML model demonstrated high accuracy and detection speed in complex environments.
  • Achieved Mean Intersection over Union (MIoU) of 76.4%, F1 score of 74.2%, precision of 84.2%, and recall of 66.4%.
  • Outperformed seven other comparison models in overall performance for crack detection tasks.

Conclusions:

  • The U-Net-FML model offers significant engineering value for precise and efficient analysis of concrete pavement cracks.
  • The enhanced model provides a robust solution for road condition assessment and maintenance strategy formulation.
  • The study highlights the potential of deep learning for improving infrastructure monitoring and safety.