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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

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

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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.
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Transformers can provide desired voltages to a circuit by modifying the number of turns in the secondary windings.
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Transformers in distribution systems can be broadly categorized into distribution substation transformers and other distribution transformers. They are crucial for stepping down high transmission voltages to levels suitable for distribution and end-user applications.
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A device that transforms voltages from one value to another using induction is called a transformer. A transformer consists of two separate coils, or windings, wrapped around the same soft iron core. However, they are electrically insulated from each other.
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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.
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Multi-scale feature fusion for pavement crack detection based on Transformer.

Yalong Yang1,2,3, Zhen Niu1,2,3, Liangliang Su1,2,3

  • 1Anhui Province Key Laboratory of Intelligent Building and Building Energy Saving, Anhui Jianzhu University, Hefei 230022, China.

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This study introduces a new Transformer-based network for automated pavement crack detection. The method enhances feature extraction and multi-scale fusion, improving accuracy in various lighting conditions.

Keywords:
Transformercrack detectionfeature fusionfeature mapmulti-scale feature

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Area of Science:

  • Computer Vision
  • Artificial Intelligence
  • Materials Science

Background:

  • Automated pavement crack detection is challenging due to slender crack identification and varying lighting.
  • Existing methods struggle with complex backgrounds and illumination inconsistencies.

Purpose of the Study:

  • To propose a novel multi-scale feature fusion network based on the Transformer architecture for improved automated pavement crack detection.
  • To enhance feature extraction and context acquisition for more accurate crack segmentation.

Main Methods:

  • Utilized a Transformer architecture in the encoding phase for global modeling and long-distance dependence.
  • Employed dilated convolution to expand the receptive field while preserving feature map resolution.
  • Implemented multi-scale feature fusion in the decoding phase to restore detailed crack information.

Main Results:

  • Achieved an F1 score of 70.84% on the Crack500 dataset, a 1.42% improvement over the state-of-the-art.
  • Achieved an F1 score of 84.50% on the DeepCrack dataset, a 2.07% improvement over the state-of-the-art.
  • Demonstrated superior detection accuracy and generalization across high and low brightness conditions.

Conclusions:

  • The proposed Transformer-based multi-scale feature fusion network significantly improves automated pavement crack detection accuracy.
  • The method exhibits robust performance under challenging lighting conditions, outperforming existing state-of-the-art approaches.
  • The approach offers better generalization capabilities for pavement crack analysis.