About: Examples and counterexamples is an academic journal published by Elsevier BV. The journal publishes majorly in the area(s): Computer science & Chemistry. It has an ISSN identifier of 2666-657X. It is also open access. Over the lifetime, 39 publications have been published receiving 27 citations.
TL;DR: In this article , the authors present the possibility of using the framework of self-organized criticality (SOC) as a scale-invariant phenomenon that allows for a physically meaningful connection between the scales.
Abstract: Although modeling of fractures in solid materials has been within the focus of researchers for decades, a generally applicable and reliable numerical description is still an open topic. The complexity of fracture description hides within its multiscale nature, whereby the nano- and macroscale material behavior often vary significantly, and the transfer between these scales seems to constitute a very challenging task. Thus, in this contribution, we present the possibility of using the framework of self-organized criticality (SOC) as a scale-invariant phenomenon that allows for a physically meaningful connection between the scales. In doing so, we firstly introduce the problem of nanoscale plasticity of amorphous solids using a two-dimensional model network glass. We apply an athermal quasistatic deformation procedure that allows for macroscopic simulation time windows and extracts a power-law distribution regarding the fracture process. Secondly, a macroscale phase-field method (PFM) is applied to simulate fractures in anisotropic viscoelastic materials under quasistatic and dynamic conditions. Together with the fracture width and depth measures during crack propagation, the power-law exponent is discussed to determine whether SOC can be captured using this approach. Numerical examples support the conclusions about the existence/absence of SOC in these models and open the door for a new research topic with PFM for fracture modeling. • Self-organized criticality description in fracture modeling. • Discussing of self-organized criticality in nanoscale MD fracture models. • Phase-field modeling of fractures in transversely-isotropic viscoelastic materials. • Self-organized criticality as an open topic in phase-field fracture models.
TL;DR: In this paper , the authors presented numerical results considering a pressure-driven cavity in 2D with two quantities of interest, the crack opening displacement and the total crack volume, and discussed the assumptions of Γ-convergence which demand: h = o ( κ ) and κ = o( ε ) and ϵ → 0 .
Abstract: The proof of Γ -convergence builds the base of the well-known Ambrosio–Tortorelli functional leading to an energy functional for quasi-static phase-field fracture problems. Three parameters in a monolithic quasi-static phase-field fracture model are very relevant for the quality of the results: the length-scale ε , the regularization parameter κ to avoid ill-posedness of the system and the discretization parameter h . The work on hand presents numerical results considering a pressure-driven cavity in 2d with two quantities of interest, the crack opening displacement and the total crack volume. The focus will be to discuss the assumptions of Γ -convergence which demand: h = o ( κ ) and κ = o ( ε ) and ε → 0 . An error analysis of the chosen quantities of interest allows to identify a proper setting for the three mentioned model parameters.
TL;DR: In this article , the robustness of discretization schemes, initially developed for Biot's theory, was applied within the Theory of Porous Media and selected numerical test-cases, special attention was paid to incompressible and impermeable regimes.
Abstract: Finite element approximations of poroelastic materials are nowadays used within multiple applications. Due to wide variation of possible material parameters, robustness of the considered discretization is important. Within this contribution robust of discretization schemes, initially developed for Biot’s theory, will be applied within the Theory of Porous Media. Selected numerical test-cases, special attention will be paid to incompressible and impermeable regimes, are conducted.
TL;DR: In this article , the authors used an optimized search algorithm to show that the maximum cardinality of trifferent codes with length n is unknown for n = 5 and n = 13.
Abstract: A code $\mathcal{C} \subseteq \{0, 1, 2\}^n$ is said to be trifferent with length $n$ when for any three distinct elements of $\mathcal{C}$ there exists a coordinate in which they all differ. Defining $\mathcal{T}(n)$ as the maximum cardinality of trifferent codes with length $n$, $\mathcal{T}(n)$ is unknown for $n \ge 5$. In this note, we use an optimized search algorithm to show that $\mathcal{T}(5) = 10$ and $\mathcal{T}(6) = 13$.