Symmetry and Asymmetry in Nonlinear Partial Differential Equations

A special issue of Symmetry (ISSN 2073-8994). This special issue belongs to the section "Mathematics".

Deadline for manuscript submissions: 31 July 2025 | Viewed by 5382

Special Issue Editors


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Guest Editor
Department of Civil Engineering; University of Patras, 26504 Patras, Greece
Interests: differential equations; difference equations; special functions and orthogonal polynomials; functional equations and operator theory
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Guest Editor
Department of Mathematics, University of Ioannina, Ioannina, TK 45110 Ioannina, Greece
Interests: applied mathematics; fluid mechanics; computational fluid dynamics

Special Issue Information

Dear Colleagues,

It is well known that partial differential equations (PDEs) play a fundamental role in modelling and solving practical problems in a wide range of fields. This is accomplished either by theoretically studying a PDE and obtaining information on the qualitative characteristics of its solution or by obtaining an exact, approximate or numerical solution for it. In both cases, conservation laws and the symmetric properties of the PDE under consideration often prove to be extremely useful. Symmetry may also be taken into consideration with respect to the domain geometry or the boundary conditions that accompany a PDE. Moreover, studying the symmetry or asymmetry of a PDE and its solution may provide further insight into the application that this PDE describes.

The main aim of this Special Issue is to collect a variety of papers on nonlinear partial differential equations in which the concepts of symmetry/asymmetry are utilised or studied. All types of methods (theoretical, approximate and numerical) are welcome.

Dr. Eugenia N. Petropoulou
Dr. Michalis Xenos
Guest Editors

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Keywords

  • symmetry
  • asymmetry
  • partial differential equations
  • numerical methods
  • approximate methods
  • exact solutions

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Published Papers (4 papers)

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Research

43 pages, 1877 KiB  
Article
Construction of General Types of Fuzzy Implications Produced by Comparing Different t-Conorms: An Application Case Using Meteorological Data
by Athina Daniilidou, Avrilia Konguetsof and Basil Papadopoulos
Symmetry 2024, 16(12), 1633; https://doi.org/10.3390/sym16121633 - 9 Dec 2024
Viewed by 1044
Abstract
The objective of this paper is to compare a fuzzy implication produced by t-conorm probor with three other fuzzy implications constructed by t-conorms max, Einstein, and Lukasiewicz. Firstly, in methodology, six pairs of combinations of five t-conorm comparisons are performed in order to [...] Read more.
The objective of this paper is to compare a fuzzy implication produced by t-conorm probor with three other fuzzy implications constructed by t-conorms max, Einstein, and Lukasiewicz. Firstly, in methodology, six pairs of combinations of five t-conorm comparisons are performed in order to find the ranking order of five fuzzy implications. Moreover, the evaluation and calculation of the four fuzzy implications (probor, max, Einstein, and Lukasiewicz) are made using meteorological data, fuzzifying the crisp values of temperature and humidity, constructing four membership degree functions, and inserting as inputs the membership degrees of meteorological variables into the two variables of the fuzzy implications. Finally, extensive tests are made so as to find which membership degree function and which fuzzy implication receives the best and the worst results. The key findings are that the application of isosceles trapezium to the fuzzy implications of Probor and Einstein gives the best values, while fuzzy implication Lukasiewicz, although it was found to be first in the ranking order, is rejected due to unreliable results. As a result, the crucial role of these implications lies in the fact that they are non-symmetrical, i.e., there is a clear difference between the cause and the causal. Full article
(This article belongs to the Special Issue Symmetry and Asymmetry in Nonlinear Partial Differential Equations)
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12 pages, 297 KiB  
Article
Improved Fractional Differences with Kernels of Delta Mittag–Leffler and Exponential Functions
by Miguel Vivas-Cortez, Pshtiwan Othman Mohammed, Juan L. G. Guirao, Majeed A. Yousif, Ibrahim S. Ibrahim and Nejmeddine Chorfi
Symmetry 2024, 16(12), 1562; https://doi.org/10.3390/sym16121562 - 21 Nov 2024
Cited by 2 | Viewed by 899
Abstract
Special functions have been widely used in fractional calculus, particularly for addressing the symmetric behavior of the function. This paper provides improved delta Mittag–Leffler and exponential functions to establish new types of fractional difference operators in the setting of Riemann–Liouville and Liouville–Caputo. We [...] Read more.
Special functions have been widely used in fractional calculus, particularly for addressing the symmetric behavior of the function. This paper provides improved delta Mittag–Leffler and exponential functions to establish new types of fractional difference operators in the setting of Riemann–Liouville and Liouville–Caputo. We give some properties of these discrete functions and use them as the kernel of the new fractional operators. In detail, we propose the construction of the new fractional sums and differences. We also find the Laplace transform of them. Finally, the relationship between the Riemann–Liouville and Liouville–Caputo operators are examined to verify the feasibility and effectiveness of the new fractional operators. Full article
(This article belongs to the Special Issue Symmetry and Asymmetry in Nonlinear Partial Differential Equations)
21 pages, 4027 KiB  
Article
Closed-Form Exact Solution for Free Vibration Analysis of Symmetric Functionally Graded Beams
by Lorenzo Ledda, Annalisa Greco, Ilaria Fiore and Ivo Caliò
Symmetry 2024, 16(9), 1206; https://doi.org/10.3390/sym16091206 - 13 Sep 2024
Viewed by 1508
Abstract
The dynamic stiffness method is developed to analyze the natural vibration characteristics of functionally graded beams, where material properties change continuously across the beam thickness following a symmetric law distribution. The governing equations of motion and associated natural boundary conditions for free vibration [...] Read more.
The dynamic stiffness method is developed to analyze the natural vibration characteristics of functionally graded beams, where material properties change continuously across the beam thickness following a symmetric law distribution. The governing equations of motion and associated natural boundary conditions for free vibration analysis are derived using Hamilton’s principle and closed-form exact solutions are obtained for both Euler–Bernoulli and Timoshenko beam models. The dynamic stiffness matrix, which governs the relationship between force and displacements at the beam ends, is determined. Using the Wittrick–Williams algorithm, the dynamic stiffness matrix is employed to compute natural frequencies and mode shapes. The proposed procedure is validated by comparing the obtained frequencies with those given by approximated well-known formulas. Finally, a parametric investigation is conducted by varying the geometry of the structure and the characteristic mechanical parameters of the functionally graded material. Full article
(This article belongs to the Special Issue Symmetry and Asymmetry in Nonlinear Partial Differential Equations)
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17 pages, 281 KiB  
Article
Three-Dimensional Lorentz-Invariant Velocities
by James M. Hill
Symmetry 2024, 16(9), 1133; https://doi.org/10.3390/sym16091133 - 2 Sep 2024
Cited by 2 | Viewed by 1225
Abstract
Lorentz invariance underlies special relativity, and the energy formula and relative velocity formula are well known to be invariant under a Lorentz transformation. Here, we determine the functional forms in terms of four arbitrary functions for those three dimensional velocity fields that are [...] Read more.
Lorentz invariance underlies special relativity, and the energy formula and relative velocity formula are well known to be invariant under a Lorentz transformation. Here, we determine the functional forms in terms of four arbitrary functions for those three dimensional velocity fields that are automatically invariant under the most general fully three-dimensional Lorentz transformation. For general three-dimensional motion, using rectangular Cartesian coordinates (x,y,z), we determine the first-order partial differential equations for the three velocity components u(x,y,z,t), v(x,y,z,t) and w(x,y,z,t) in the x, y and zdirections respectively. These partial differential equations and the associated partial differential relations connecting energy and momentum are fully compatible with the Lorentz-invariant energy–momentum relations and appear not to have been given previously in the literature. We determine the spatial and temporal dependence of the functional forms for those three-dimensional velocity fields that are automatically invariant under three-dimensional Lorentz transformations. An interesting special case gives rise to families of particle paths for which the magnitude of the velocity is the speed of light. This is indicative of the abundant possibilities existing in the “fast lane”. Full article
(This article belongs to the Special Issue Symmetry and Asymmetry in Nonlinear Partial Differential Equations)
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