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Related Concept Videos

Types of Non-structural Cracks in Concrete01:28

Types of Non-structural Cracks in Concrete

452
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.
452
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...
404
Reinforcements in Concrete01:25

Reinforcements in Concrete

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Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
392
Vibrating Concrete01:19

Vibrating Concrete

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Mechanical vibrators are instrumental in compacting newly poured concrete within formwork and around reinforcements. This process is essential to eliminate trapped air pockets and establish a dense concrete mass. One widely used method is vibrating by internal vibrators, often referred to as a poker vibrator or immersion vibrator. It is rapidly inserted through the full depth of the freshly laid concrete and slightly extends into the layer below it (which remains in a plastic state). Consistent...
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Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

443
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...
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Deconvolution01:20

Deconvolution

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Deconvolution, also known as inverse filtering, is the process of extracting the impulse response from known input and output signals. This technique is vital in scenarios where the system's characteristics are unknown, and they must be inferred from the observable signals.
Deconvolution involves several mathematical techniques to derive the impulse response. One common approach is polynomial division. In this method, the input and output sequences are treated as coefficients of...
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Vision-Based Autonomous Crack Detection of Concrete Structures Using a Fully Convolutional Encoder-Decoder Network.

M M Manjurul Islam1, Jong-Myon Kim2

  • 1School of Electrical, Electronics and Computer Engineering, University of Ulsan, Ulsan 44610, Korea. m.m.manjurul@gmail.com.

Sensors (Basel, Switzerland)
|October 3, 2019
PubMed
Summary

This research introduces an automated system for identifying cracks in concrete structures using advanced computer vision. By replacing manual inspections with a deep learning model, the process becomes faster and more objective. The system uses a specialized neural network architecture to analyze images pixel-by-pixel, effectively distinguishing cracks from the surrounding concrete surface. Testing on standard datasets confirms the high accuracy of this approach in real-world scenarios.

Keywords:
computer visionconcrete structure crack detectiondeep learningimage processingsemantic segmentationstructural health monitoringvisual geometry group networksemantic segmentationdeep learningcivil engineeringcomputer vision

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Area of Science:

  • Structural health monitoring within civil engineering
  • Machine learning applications for autonomous crack detection systems

Background:

Manual monitoring of large-scale civil assets remains a standard practice for ensuring long-term safety. This traditional workflow involves human personnel who must physically examine surfaces for signs of structural degradation. Such assessments often demand significant time commitments and labor resources. Reliance on individual expertise introduces subjective variability into the evaluation process. No prior work had resolved the inherent inconsistencies associated with human-led visual surveys. This gap motivated the development of automated diagnostic tools. Researchers now seek to leverage computational intelligence to standardize infrastructure maintenance. That uncertainty drove the investigation into vision-based autonomous crack detection systems.

Purpose Of The Study:

The aim of this study is to implement a vision-based autonomous crack detection method for concrete structures. Researchers sought to overcome the limitations inherent in traditional manual inspection procedures. These human-led tasks are often time-consuming and prone to subjective errors. The authors proposed using a deep convolutional neural network to automate the identification of structural damage. This approach utilizes an encoder-decoder framework to perform detailed semantic segmentation on images. By capturing the global context of a scene, the system aims to provide an accurate picture of crack locations. The motivation for this work stems from the need for more reliable and efficient maintenance of massive civil infrastructure. This investigation addresses the critical requirement for objective, data-driven diagnostic tools in engineering.

Main Methods:

The researchers developed an automated diagnostic framework based on deep convolutional neural networks. Their review approach involved constructing a fully convolutional encoder-decoder architecture for precise semantic segmentation. This design allows the model to categorize individual pixels as either damaged or intact. The team utilized the Visual Geometry Group Network as the primary backbone for feature extraction. Training occurred in an end-to-end fashion to optimize the network for identifying structural anomalies. To evaluate performance, the investigators applied their model to a publicly accessible repository of concrete images. This validation strategy ensured that the system could handle varied surface textures and lighting conditions. The experimental protocol focused on comparing the output of the automated system against ground truth labels.

Main Results:

Key findings from the literature demonstrate that the proposed model achieves high accuracy in identifying structural defects. The system attained recall scores of approximately 92% during rigorous testing phases. Similarly, the F1 average reached a value of roughly 92% on the benchmark dataset. These results indicate that the encoder-decoder framework effectively captures the necessary global context for reliable detection. The network successfully differentiates between cracks and other surface features in concrete images. The data suggest that the integration of the backbone architecture significantly enhances the classification performance. The researchers observed that the model maintains consistent efficacy across diverse input samples. These quantitative metrics highlight the potential for automated systems to outperform traditional manual inspection techniques.

Conclusions:

The authors propose that their encoder-decoder architecture provides a robust solution for automated surface assessment. This framework successfully translates raw visual data into precise pixel-level classifications of structural damage. Synthesis and implications suggest that replacing manual labor with deep learning models enhances consistency across large-scale inspections. The researchers indicate that their approach effectively captures global scene context while maintaining high sensitivity to narrow features. Their findings demonstrate that the integration of a VGGNet backbone supports reliable end-to-end training protocols. This study implies that automated segmentation tools could significantly reduce the time required for routine maintenance cycles. The evidence supports the utility of this specific network design for identifying concrete defects in diverse environments. Future applications may benefit from the high recall rates achieved by this automated diagnostic pipeline.

The researchers utilize a fully convolutional encoder-decoder network to perform pixel-wise semantic segmentation. This mechanism identifies specific crack locations by analyzing the global context of the input image, effectively distinguishing damaged areas from the surrounding concrete surface.

The authors employ the Visual Geometry Group Network, or VGGNet, as the backbone architecture. This component is integrated into the encoder-decoder framework to facilitate end-to-end training and improve the feature extraction capabilities of the model.

A publicly available benchmark dataset of concrete images is necessary to validate the performance of the model. This collection allows the researchers to test the efficacy of their approach against standardized, real-world examples of structural degradation.

The system relies on semantic segmentation to provide a detailed, pixel-level map of the cracks. This data type is essential for accurately locating and quantifying structural defects compared to simple image-level classification techniques.

The researchers measure the effectiveness of their model using recall and F1 scores. They report that the system achieves approximately 92% for both metrics, indicating high precision in identifying cracks compared to manual inspection methods.

The authors propose that their automated method offers a more objective alternative to human inspectors. They claim that this technology reduces the reliance on subjective empirical knowledge, potentially leading to more reliable maintenance schedules for civil infrastructure.