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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-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
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Mechanistic models play a crucial role in algorithms for numerical problem-solving, particularly in nonlinear mixed effects modeling (NMEM). These models aim to minimize specific objective functions by evaluating various parameter estimates, leading to the development of systematic algorithms. In some cases, linearization techniques approximate the model using linear equations.
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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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Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
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Nonlinear systems often require sophisticated approaches for accurate modeling and analysis, with state-space representation being particularly effective. This method is especially useful for systems where variables and parameters vary with time or operating conditions, such as in a simple pendulum or a translational mechanical system with nonlinear springs.
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Fully discrete approximation schemes for rate-independent crack evolution.

Dorothee Knees1, Andreas Schröder2, Viktor Shcherbakov1,3

  • 1Institute of Mathematics, University of Kassel, Heinrich-Plett-Str. 40, Kassel 34132, Germany.

Philosophical Transactions. Series A, Mathematical, Physical, and Engineering Sciences
|September 26, 2022
PubMed
Summary

This study introduces two discrete approximation schemes for modeling crack propagation in materials. These adaptive time-stepping methods ensure convergence to accurate solutions for crack evolution, validated by numerical simulations.

Keywords:
Griffith fracture criterionMoreau–Yosida regularizationlocal minimization schemeparametrized balanced viscosity solutionrate-independent crack propagationtime-adaptive scheme

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Area of Science:

  • Computational Mechanics
  • Materials Science
  • Applied Mathematics

Background:

  • Modeling crack propagation in materials requires handling rate-independent evolutionary systems with non-convex energies and time discontinuities.
  • Existing solution concepts struggle to accurately capture these phenomena, particularly in the context of fracture mechanics.

Purpose of the Study:

  • To develop and analyze two fully discrete approximation schemes for simulating the rate-independent evolution of a single crack in a 2D linear elastic material.
  • To investigate the convergence properties of these schemes, ensuring discrete solutions approximate continuous models.

Main Methods:

  • The study proposes two time-discrete schemes: one based on local minimization and a second regularized version.
  • Both schemes feature adaptive time-stepping, refining time steps where crack tip discontinuities may occur.
  • Discretization parameters include mesh size, crack increment, locality, and regularization parameters.

Main Results:

  • Sufficient conditions are derived for the convergence of discrete interpolants to parametrized balanced viscosity solutions.
  • The interplay between various discretization parameters and its effect on convergence is explored.
  • Numerical simulations demonstrate the performance and effectiveness of the proposed approximation schemes.

Conclusions:

  • The developed discrete approximation schemes provide a robust framework for modeling crack propagation.
  • Adaptive time-stepping is crucial for accurately capturing discontinuities in crack tip evolution.
  • The theoretical analysis and numerical results confirm the convergence and reliability of the methods for fracture mechanics applications.