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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

115
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...
115
Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

140
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.
140
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

122
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...
122
Effects of Creep01:25

Effects of Creep

129
Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
129
Mass Concreting01:22

Mass Concreting

60
Mass concreting refers to the process of placing large volumes of concrete, such as in gravity dams. The heat generated during the cement hydration process and differential cooling rates within the concrete mass can lead to a temperature gradient, which can result in thermal cracks in the concrete mass.
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
60
Shrinkage in Concrete01:27

Shrinkage in Concrete

90
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...
90

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Bridging Convolutional Neural Networks and Transformers for Efficient Crack Detection in Concrete Building

Dhirendra Prasad Yadav1, Bhisham Sharma2, Shivank Chauhan1

  • 1Department of Computer Engineering & Applications, G.L.A. University, Mathura 281406, India.

Sensors (Basel, Switzerland)
|July 13, 2024
PubMed
Summary
This summary is machine-generated.

A new Convolution and Composite Attention Transformer Network (CCTNet) model improves building crack detection. This advanced method offers higher precision and efficiency than traditional techniques for structural integrity assessments.

Keywords:
CNNattentionbuilding crackclassificationtransformer

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Area of Science:

  • Civil Engineering
  • Computer Science
  • Artificial Intelligence

Background:

  • Accurate crack detection in buildings is crucial for safety, longevity, and economic value.
  • Conventional Convolutional Neural Network (CNN) methods for crack detection have limitations, including high computational costs and shallow feature extraction.
  • Existing deep learning (DL) techniques may not fully capture complex crack characteristics.

Purpose of the Study:

  • To introduce a novel Convolution and Composite Attention Transformer Network (CCTNet) model for enhanced crack detection in building structures.
  • To address the limitations of conventional CNNs, such as high computational costs and inadequate feature representation.
  • To improve the accuracy, efficiency, and reliability of crack identification in the built environment.

Main Methods:

  • Developed a novel CCTNet model integrating convolution, channel attention, and window-based self-attention mechanisms.
  • Utilized an improved cross-attention module to enhance feature interaction and integration across windows.
  • Leveraged both localized feature extraction (CNN) and global contextual understanding (self-attention).

Main Results:

  • CCTNet achieved high precision rates: 98.60% on Historical Building Crack2019, 98.93% on SDTNET2018, and 99.33% on the proposed DS3 dataset.
  • The model demonstrated near-zero training validation loss, indicating effective learning.
  • Achieved Area Under the Curve (AUC) scores of 0.99 for Historical Building Crack2019 and 0.98 for SDTNET2018.

Conclusions:

  • The proposed CCTNet model significantly outperforms existing methodologies for building crack detection.
  • CCTNet offers an accurate, efficient, and reliable solution for identifying structural cracks.
  • The model sets a new benchmark for automated crack detection in the built environment.