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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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Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
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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.
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Impact strength in concrete is a critical measure that reflects the material's capability to endure the forces applied during pile driving and when supporting machinery foundations that experience impulsive loads. It is also essential when handling precast concrete components to prevent accidental damage. The impact strength is assessed by observing the concrete's resistance to repeated impacts and energy absorption capacity. A key indicator of significant damage to concrete is when it...
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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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Prestressed concrete is a construction technique designed to enhance the strength and durability of concrete structures. This method involves the application of a pre-set tension to high-strength steel strands used as reinforcement before the concrete is subjected to its working loads. The primary aim of prestressing is to place the concrete in a state of compression, in order to counteract the tensile forces it will experience in service. This pre-compression helps prevent crack formation in...
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Forecasting Strength of CFRP Confined Concrete Using Multi Expression Programming.

Israr Ilyas1, Adeel Zafar1, Muhammad Faisal Javed2

  • 1Department of Structural Engineering, Military College of Engineering (MCE), National University of Science and Technology (NUST), Islamabad 44000, Pakistan.

Materials (Basel, Switzerland)
|December 10, 2021
PubMed
Summary
This summary is machine-generated.

A new machine learning algorithm, Multi Expression Programming (MEP), accurately predicts the compressive strength of carbon fiber-reinforced polymer (CFRP) confined concrete. This advanced model surpasses existing methods, aiding sustainable construction and structural retrofitting.

Keywords:
carbon fiber-reinforced polymermulti expression programmingmultiphysics modelparametric analysisprediction

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Area of Science:

  • Civil Engineering
  • Materials Science
  • Computational Intelligence

Background:

  • Carbon fiber-reinforced polymer (CFRP) confined concrete is increasingly used in structural retrofitting.
  • Accurate prediction of compressive strength is crucial for designing and implementing CFRP confined concrete structures.
  • Existing models may lack the precision required for complex material behaviors.

Purpose of the Study:

  • To apply Multi Expression Programming (MEP), a machine learning algorithm, for predicting the compressive strength of concrete confined with CFRP.
  • To develop and validate a computational multiphysics model based on experimental data.
  • To assess the performance and reliability of the proposed MEP model against existing methods.

Main Methods:

  • Utilized a machine learning approach, specifically Multi Expression Programming (MEP).
  • Developed a computational multiphysics model using historical experimental data.
  • Incorporated critical parameters: specimen geometry (height, diameter), CFRP elastic modulus, unconfined concrete strength, and CFRP layer thickness.
  • Performed detailed statistical analysis and external validation against experimental results.

Main Results:

  • The MEP-based model demonstrated high accuracy and predictability in forecasting the compressive strength of CFRP confined concrete.
  • The proposed model outperformed other existing strength models in the literature.
  • Parametric and statistical analyses confirmed the model's robustness and effective training.

Conclusions:

  • The developed MEP model provides a reliable and accurate tool for predicting the compressive strength of CFRP confined concrete.
  • The study highlights the potential of MEP in structural engineering applications, particularly in rehabilitation and retrofitting.
  • The findings contribute to the advancement of sustainable construction materials and practices.