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Related Concept Videos

Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

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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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Abrasion Resistance of Concrete01:23

Abrasion Resistance of Concrete

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Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
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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...
83
Sulfate Attack on Concrete01:29

Sulfate Attack on Concrete

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Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
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Acid Attack on Concrete01:21

Acid Attack on Concrete

160
When acids come into contact with concrete, they initiate a chemical reaction that dissolves the hydrated cement paste. This process leads to softening and structural weakening of the concrete. This issue is commonly observed in environments such as chimneys, sewers, and industrial settings. The severity of the damage increases as the pH of the water interacting with the concrete drops below 6.5. In particular, a pH under 4.5 can cause significant concrete damage.
The rate at which hydrogen...
160
Bleeding in Fresh Concrete01:22

Bleeding in Fresh Concrete

65
Bleeding in fresh concrete occurs when water from the mix rises to the surface. This happens because the mix's solid components fail to retain all the water as they settle, leading to separation where water collects at the top. The severity of bleeding can be measured by assessing the total settlement or by noting the decrease in height per unit height of concrete.
Bleeding can cause several issues in the concrete structure. Sometimes, the rising water gets trapped beneath large aggregate...
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Related Experiment Video

Updated: May 7, 2025

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
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An efficient method for identifying surface damage in hydraulic concrete buildings.

Libo Yang1,2, Dawei Zhu2, Xuemei Liu3,4

  • 1Advanced Research Institute for Digital-Twin Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou, 450046, China.

Scientific Reports
|December 29, 2024
PubMed
Summary

This study introduces an efficient deep learning method for detecting diverse damages in hydraulic structures, improving upon traditional visual inspections and overcoming data limitations for better maintenance decisions.

Keywords:
Automated inspection technologyDiscriminant feature selectionHydraulic structure healthMachine learningTransfer learning

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Area of Science:

  • Civil Engineering
  • Artificial Intelligence
  • Structural Health Monitoring

Background:

  • Traditional hydraulic structure inspection is manual, inefficient, and labor-intensive.
  • Deep learning models often face scalability issues due to limited data size and diversity.
  • Existing methods lack comprehensive decision support for maintenance.

Purpose of the Study:

  • To propose an effective methodology for identifying diverse apparent damages in hydraulic structures.
  • To address the limitations of data dependency and single-functionality in current deep learning models.
  • To enhance the accuracy and efficiency of hydraulic structure damage recognition.

Main Methods:

  • Fine-tuning lightweight pre-trained models to elucidate advanced damage features, mitigating data dependency.
  • Employing ensemble learning algorithms for high-dimensional sample classification to improve accuracy and stability.
  • Developing a discriminative feature selection model to reduce inference time and enhance performance.

Main Results:

  • The methodology achieved high accuracies: 87.65% for cracks, 87.82% for fractures, 96.99% for holes, and 95.25% for normal structures.
  • The proposed feature selection model significantly reduced inference time while improving damage recognition.
  • The approach demonstrated mitigation of data dependency issues inherent in deep learning models.

Conclusions:

  • The developed methodology offers a robust and efficient solution for intelligent inspection of hydraulic structures.
  • This approach significantly enhances the accuracy and speed of identifying various structural damages.
  • The findings highlight the practical applicability and value for improving maintenance strategies in hydraulic engineering.