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Related Concept Videos

Carbonation Shrinkage01:24

Carbonation Shrinkage

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Atmospheric CO2 penetrates the concrete's pores and, in the presence of moisture, forms carbonic acid, which then reacts with calcium hydroxide in the hydrated cement, forming calcium carbonate. This process reduces the concrete's volume and is termed carbonation shrinkage.
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Measurement of Air Content in Concrete01:23

Measurement of Air Content in Concrete

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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.
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Effects of Air-entrainment in Concrete01:28

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Air entrainment in concrete significantly enhances the material's durability, especially in environments subjected to freeze-thaw cycles. Introducing small air bubbles into the concrete mix acts as internal voids that accommodate the expansion of water when it freezes, thereby alleviating internal stress and preventing structural cracks. This function is crucial in climates with significant freezing and thawing, as it protects the concrete from repeated stresses that could lead to premature...
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Permeability of Concrete01:25

Permeability of Concrete

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Permeability in the context of concrete refers to how easily liquids or gases can pass through the material. This quality is crucial for assessing the water-tightness and durability of concrete structures and their resistance to chemical attacks. Concrete permeability can be determined through comparative laboratory tests. These tests typically involve sealing a concrete specimen from the sides, applying water pressure to the top surface with pressure, and measuring the amount of water passing...
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Elasticity in Concrete01:20

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Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
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Physics-Informed Machine Learning for Carbonation Depth Prediction in Concrete.

Moutaman M Abbas1, Alina Bărbulescu1

  • 1Faculty of Civil Engineering, Transilvania University of Brașov, 5 Turnului Str., 500152 Brașov, Romania.

Materials (Basel, Switzerland)
|March 28, 2026
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Summary
This summary is machine-generated.

This study introduces a hybrid physics-informed neural network (PINN) and CatBoost model to accurately predict reinforced concrete durability. The novel approach overcomes limitations of traditional methods in capturing complex material and environmental interactions.

Keywords:
CatBoostSHAPcarbonation depthconcretedurability predictionphysics-informed neural networks

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Area of Science:

  • Civil Engineering
  • Materials Science
  • Computational Science

Background:

  • Carbonation significantly impacts reinforced concrete durability by reducing alkalinity and initiating steel corrosion.
  • Existing Fickian diffusion models struggle to capture nonlinear interactions between material properties and environmental factors.

Purpose of the Study:

  • To develop a novel hybrid model integrating physics-informed neural networks (PINNs) with CatBoost for enhanced durability prediction.
  • To overcome the limitations of traditional square root of time equations in modeling complex concrete carbonation dynamics.

Main Methods:

  • A hybrid model combining PINNs for physics learning and CatBoost for residual regression was developed.
  • Physics-informed neural networks imposed monotonicity constraints to learn diffusion physics.
  • CatBoost captured nonlinear interactions of factors like curing time and water-cement ratio.
  • Data augmentation via physics-based resampling expanded the dataset to 6000 samples.

Main Results:

  • The hybrid model achieved R² = 0.871, MAE = 15.362, and RMSE = 24.37 on a validation set of 1200 samples.
  • SHAP analysis confirmed the model's physical consistency and ability to accurately represent the protective effect of longer curing times.
  • The model successfully reversed counterintuitive linear correlations, providing a more accurate durability assessment.

Conclusions:

  • The proposed hybrid framework offers a practical and accurate method for evaluating reinforced concrete durability.
  • This approach enhances maintenance strategies and aids in the service-life management of concrete structures.
  • The model provides a significant advancement over traditional methods for predicting carbonation-induced degradation.