Improving Modulus of Elasticity Prediction in Cement-Based Composites: The Impact of Rubber Particle Incorporation, Nonlinear Regression Optimization, and Hybrid Voigt-Reuss/Reuss-Voigt Models


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Authors

  • Djallal Eddine TELMAT University of Sciences and Technology Houari Boumediene (USTHB)
  • Madina KILARDJ University of Sciences and Technology Houari Boumediene (USTHB)
  • Hadda HADJAB University of Sciences and Technology Houari Boumediene (USTHB)
  • Amar BENAZZOUK University of Picardie Jules Verne

Keywords:

Stiffness, Deformability, Reuss-Voigt Model, Voigt-Reuss Model, Nonlinear Regression

Abstract

This study investigates the influence of rubber particles on the stiffness and deformability of
cement-based composites, with a particular focus on predicting the modulus of elasticity based on the
incorporation rate of rubber particles. Accurate prediction of the modulus of elasticity for these
composites presents a challenge due to the tendency of conventional models to either overestimate or
underestimate this parameter. The Voigt-Reuss and Reuss-Voigt models, employed as predictive bases,
are reliable; however, they exhibit biases in estimating the modulus of elasticity. Nevertheless, these
models prove valuable when optimized using nonlinear regression factors derived from polynomial
equations of nth order. Despite their tendency to skew results, the Reuss-Voigt and Voigt-Reuss models
remain robust tools for predicting the modulus of elasticity of concrete. The optimization process utilizing
the calibration factor significantly enhances their predictive accuracy. This research highlights the
enhancement of predictive accuracy in models for cement-based composites, thereby contributing to a
better understanding and optimal utilization of these materials in structural applications.

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Author Biographies

Djallal Eddine TELMAT, University of Sciences and Technology Houari Boumediene (USTHB)

Faculty of Civil Engineering, Environment Laboratory, Water, Geomechanics and Structures (LEEGO), El-Alia, Bab Ezzouar, BP 32, 16111 Algiers, Algeria

Madina KILARDJ, University of Sciences and Technology Houari Boumediene (USTHB)

Faculty of Civil Engineering, Built Environment Research Laboratory (LBE), El-Alia, Bab Ezzouar, BP 32, 16111 Algiers, Algeria

Hadda HADJAB, University of Sciences and Technology Houari Boumediene (USTHB)

Faculty of Civil Engineering, Environment Laboratory, Water, Geomechanics and Structures (LEEGO), El-Alia, Bab Ezzouar, BP 32, 16111 Algiers, Algeria

Amar BENAZZOUK, University of Picardie Jules Verne

Laboratory of Innovative Technologies (LTI, EA 3899), Avenue des Facultés, 8025 Amiens Cedex 01, France

References

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Telmat, D. E., Benazzouk, A., Hadjab, H., & Beji, H. (2021). A Comparative study of the influence of rubber particle size on the ductility of cement concrete based on energy’s dissipation method. International Journal of Sustainable Building Technology and Urban Development, 12(1), 61-78.

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Published

2024-10-19

How to Cite

TELMAT, D. E., KILARDJ, M., HADJAB, H., & BENAZZOUK, A. (2024). Improving Modulus of Elasticity Prediction in Cement-Based Composites: The Impact of Rubber Particle Incorporation, Nonlinear Regression Optimization, and Hybrid Voigt-Reuss/Reuss-Voigt Models . International Journal of Advanced Natural Sciences and Engineering Researches, 8(9), 273–280. Retrieved from https://as-proceeding.com/index.php/ijanser/article/view/2150

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