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Related Concept Videos

Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

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The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...
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Strength of Cement01:20

Strength of Cement

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Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
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Fatigue Strength of Concrete01:22

Fatigue Strength of Concrete

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Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
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Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

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Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
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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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Superplasticizers01:30

Superplasticizers

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Superplasticizers are advanced admixtures that enhance the workability of concrete by lowering the water content without compromising the strength of the material. These substances are highly effective water reducers, improving concrete flow, making it easier to work with, and enabling concrete to reach inaccessible areas or densely reinforced sections without mechanical vibration. The key components in superplasticizers are either sulfonated melamine or naphthalene formaldehyde condensates,...
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Author Spotlight: Efficient Image Recognition Using Directional Gradient Histogram Technique and Support Vector Machines
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Strength Prediction Method for Phosphogypsum Concrete Based on Dynamic Weighted Transfer Learning.

Pan Chen1,2, Feng Zhu1, Dongxu Zhang1

  • 1School of Civil Engineering, Hubei Engineering University, Xiaogan 432000, China.

Materials (Basel, Switzerland)
|November 27, 2025
PubMed
Summary
This summary is machine-generated.

This study introduces a novel transfer learning method to accurately predict the compressive strength of phosphogypsum concrete (PGC) using limited data. The approach enhances PGC strength prediction accuracy, overcoming small-sample challenges.

Keywords:
data augmentationphosphogypsum concretesmall-samplestrength predictiontransfer learning

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Area of Science:

  • Materials Science
  • Civil Engineering
  • Sustainable Construction

Background:

  • Phosphogypsum concrete (PGC) offers high-value utilization for industrial solid waste.
  • Limited experimental samples hinder accurate compressive strength prediction for PGC.
  • Traditional models struggle with PGC characterization due to data scarcity.

Purpose of the Study:

  • To develop a dynamic weighted transfer learning method for accurate PGC compressive strength prediction.
  • To address the challenge of small-sample characterization in PGC.
  • To enable knowledge transfer from conventional concrete to PGC.

Main Methods:

  • Component proportion normalization and feature alignment to address differences between conventional concrete and PGC.
  • Bootstrap Resampling for data augmentation to expand training samples.
  • Error feedback-driven dynamic weight calculation and weighted loss optimization for transfer learning.

Main Results:

  • The transfer learning model achieved R² = 0.95 on PGC test samples, a 15.9% improvement over traditional methods.
  • Robust performance (R² = 0.97) was maintained on external validation samples.
  • Shapley Additive Explanations (SHAP) analysis revealed nonlinear coupling effects of PGC parameters on strength.

Conclusions:

  • The proposed method accurately predicts PGC strength under small-sample conditions.
  • Transfer learning effectively overcomes data scarcity limitations in PGC research.
  • This study provides a scientific foundation for PGC strength prediction and application.