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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

335
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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Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

356
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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Mass Concreting01:22

Mass Concreting

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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...
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Measurement of Air Content in Concrete01:23

Measurement of Air Content in Concrete

498
Air content measurement in concrete is critical for ensuring structural integrity and durability of concrete structures, especially in environments prone to severe weather conditions. Accurate air content analysis optimizes concrete's resistance to freeze-thaw cycles and enhances its workability and strength. Several methods are standardized under ASTM guidelines to measure the air content in fresh concrete, each suitable for different concrete types and conditions.
The pressure method,...
498
Cold Weather Concreting01:27

Cold Weather Concreting

245
When freshly poured concrete is exposed to freezing temperatures before it has set, the water within the concrete can freeze. This expansion disrupts the setting process, delays chemical reactions necessary for hardening, and increases the volume of pores within the hardened concrete, which weakens its overall structure. If the concrete manages to reach an appreciable strength before it freezes, the damage can be somewhat mitigated.
To counteract the negative impacts of cold weather, ensuring...
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Accelerated Curing of Concrete01:25

Accelerated Curing of Concrete

364
Accelerating concrete curing is achieved by applying heat and additional moisture. This process accelerates the hydration of the cement, resulting in an earlier strength gain in the concrete. Steam curing is a method wherein the concrete products are either transported through a chamber on a conveyor belt or encased in plastic, allowing steam at atmospheric pressure to circulate freely around them. This process begins with a phase of moist curing that typically lasts between 3 to 5 hours, after...
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Principal Component Thermography for Defect Detection in Concrete.

Bojan Milovanović1, Mergim Gaši1, Sanjin Gumbarević1

  • 1Faculty of Civil Engineering, Department of Materials, Fra Andrije Kačića Miošića 26, University of Zagreb, 10000 Zagreb, Croatia.

Sensors (Basel, Switzerland)
|July 17, 2020
PubMed
Summary

Principal Component Thermography (PCT) enhances defect detection in concrete structures using infrared thermography (IRT). This method improves non-destructive testing accuracy, especially in shaded conditions.

Keywords:
concretedefect detectioninfrared thermographynon-destructive testingprincipal component analysis

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Area of Science:

  • Materials Science
  • Civil Engineering
  • Non-Destructive Testing

Background:

  • Condition assessment of concrete structures is crucial for durability and usability.
  • Infrared thermography (IRT) faces challenges in defect detection due to environmental factors and material properties.
  • Defects in concrete can significantly reduce structural integrity.

Purpose of the Study:

  • To evaluate Principal Component Thermography (PCT) as a post-processing technique for enhancing defect detection in concrete.
  • To improve the accuracy of non-destructive testing (NDT) for concrete structures using IRT.
  • To investigate the influence of concrete type, thermal excitation, and defect geometry on detectability.

Main Methods:

  • Application of Principal Component Analysis (PCA) to sequences of thermograms.
  • Analysis of empirical orthogonal functions (EOFs) for defect identification.
  • Experimental testing of concrete samples with known defects using step heating thermography.

Main Results:

  • PCT effectively enhances the detectability of defects in concrete structures.
  • The study demonstrated PCT's capability to improve defect detection even in challenging conditions, such as shaded areas.
  • Results indicate that defect detectability is influenced by concrete properties, excitation methods, and defect characteristics.

Conclusions:

  • Principal Component Thermography (PCT) is a valuable post-processing tool for improving infrared thermography (IRT) in concrete structure assessments.
  • PCT offers a significant potential to increase the accuracy of non-destructive testing (NDT) for concrete elements.
  • Further research can optimize PCT application based on material and defect parameters.