BRIEF RESEARCH REPORT article
A Novel Meshfree Strategy for a Viscous Wave Equation With Variable Coefficients
- 1College of Mathematics and Statistics, Xuzhou University of Technology, Xuzhou, China
- 2School of Computer Science and Technology, Huaibei Normal University, Huaibei, China
- 3Department of Mathematics, University of Swabi, Swabi, Pakistan
- 4Department of Mathematics, Abbottabad University of Science and Technology, Abbottabad, Pakistan
- 5Section of Mathematics, International Telematic University Uninettuno, Roma, Italy
A one-step new general mesh free scheme, which is based on radial basis functions, is presented for a viscous wave equation with variable coefficients. By constructing a simple extended radial basis function, it can be directly applied to wave propagation by using the strong form-based mesh free collocation method. There is no need to deal with the time-dependent variable particularly. Numerical results for a viscous wave equation with variable coefficients show that the proposed mesh free collocation method is simple with accurate solutions.
The wave propagation exists in an interesting class of problems, such as the micro-scale heat transfer, seismic data acquisition and processing, etc. Acoustic wave modeling is an essential part of the technique of acoustic imaging . Such problems have been widely investigated because of their realistic physical background. Related works can be found in  and references therein.
Since the governing equation of the problem considered is complex, and the corresponding physical domain or the boundary conditions are tangle some, the analytical solutions are almost inaccessible for most practical engineering problems [3–7]. The development of accurate and efficient numerical methods becomes an important research topic in computational physics.
The earliest numerical methods for wave equations include the finite difference method , the finite element method , the boundary element method  and the finite volume method . It should be noted that most of the existed numerical methods are still based on the finite difference method (FDM) [12, 13], which lead to two-step finite difference approximations. More specifically, the finite difference method is used to deal with the time variable, and the rest procedures are finished by the other numerical methods. Coupled with the FDM, the radial basis function (RBF) collocation methods are widely-used to many problems thanks to their mesh free features. Akers et al.  investigated a radial basis function-finite differencing (RBF-FD) scheme which is applied to the initial value problem of the Benjamin-Ono equation. Bhardwaj and Kumar  used the FDM-based mesh less approach for the numerical solution of the nonlinear diffusion-wave equation. Based on the integrated radial basis functions and a finite difference scheme, the regularized long-wave equations are investigated in [16, 17]. Oruc  examined numerical solutions of Zakharov-Rubenchik system by using radial basis function finite difference (RBF-FD) mesh less method and an explicit Runge-Kutta method. The time discretization is accomplished by means of an implicit method based on the theta-weighted and finite difference methods, while the spatial discretization is described with the help of the finite difference scheme derived from the local radial basis function method. Recently, Lu et al  used the radial basis function mesh less method to solve the irregular region interface problem. Ranocha et al  created new classes of fully-discrete conservative methods for several nonlinear dispersive wave equations.
In order to simplify the conventional two-step solution process, Netuzhylov and Zilian  proposed a space-time mesh free collocation method for solving partial differential equations by a consistent discretization in both space and time. Motivated by this work, we aim to provide a truly mesh free method with one-step approximation, which is based on the RBFs, for a viscous wave equation with variable coefficients. Compared with the traditional FDM-based two-step methods, the newly-proposed one-step direct mesh free method is truly mesh free with easy implementation. The computational efficiency is excellent and the computational accuracy is mainly determined by numerical methods for wave field simulation.
The paper is organized as follows. In Section 2, formulation of the direct radial basis function with space-time Euclidean distance is briefly introduced. This is realized by considering time-dependent variable as normal time-independent variable. Thus, the time-dependent variable can be treated easily during the whole solution process. Section 3 presents the methodology for a viscous wave equation with variable coefficients under initial condition and boundary conditions. Numerical results with detailed discussions are presented for the accuracy of the proposed mesh free method in Section 4. Section 5 concludes this paper with some additional remarks.
2 Problem Description
Let’s consider a viscous wave equation on a bounded two-dimensional domain
where α is a nonnegative coefficient, f is a source term,
and boundary conditions
A variety of numerical methods have been investigated for Eqs. 1–4. Most of them are based on the finite difference method, which lead to two-step methods. More specifically, the finite difference method is used to deal with the time domain, which will lead to elliptic-type problems. Then the rest work is done by the other numerical methods. In order to improve the perplexing two-step methods, we propose a direct one-step collocation method by using an extended RBFs in the following section.
3 Formulation of the Extended Radial Basis Functions
The radial basis functions (RBFs) are extremely powerful tool for solving partial differential equations. It is “isotropic” for Euclidean spaces. The Kansa’s method [22, 23] is one of the most famous RBFs. It is also called the multi-quadrics RBF with the expression .
As is known to all, a linear combination of RBFs can provide the numerical solutions for boundary value problems governed by elliptic partial differential equations. In literatures, this can be not directly used to solve boundary value problems governed by parabolic or hyperbolic partial differential equations.
To make the direct applications possible, the time variable is treated equally with the space variables. More specifically, we construct a simple direct radial basis function by combining the two-dimensional point
Similar to the traditional multi-quadric RBF, the extended radial basis function (ERBF) has the form
In literatures [25–27], the other researchers have proposed some space-time radial basis functions with different types. We have done many investigations and found that they are not suitable to deal with the wave equations.
4 Implementation of the Extended Radial Basis Function
4.1 The Extended Radial Basis Function Solution Procedure
To solve the problem described by Eqs. 1–4, we use the ERBF to present the detailed procedure. Based on the definition of ERBF, Eqs 1–4 can be simulated by a one-step numerical method. The unknown function
where the unknown coefficients
To illustrate the ERBF solution procedure, the internal points
This is similar with the traditional strong-form collocation approach. We note that the two initial conditions require double initial boundary points, so the total collocation point number is
The unknown vector
4.2 Algorithms of the Extended Radial Basis Function
For the solution procedure of the ERBF, we summarize the corresponding simple algorithm steps as below.
Step 1. Enter the prescribed functions
Step 2. Select the point parameter n which is connected with the total collocation number N.
Step 3. Generate the collocation points
Step 4. Compute the interpolation matrix
Step 5. Solve
Step 6. Substitute
In this paper, the MATLAB is used to realize the algorithms of ERBF.
5 Numerical Experiments
In order to study the convergence of ERBF, the relative errors between ERBF and analytical solutions are calculated. It should be noted that the parameter ε in the ERBF should be chosen first. The optimal choice is similar with the traditional RBFs. For more details about this topic, we refer readers to [24, 28, 29] and references therein. In this paper the parameter is determined with an prior determination. More specifically, the collocation points are fixed first to find the quasi-optimal parameter, after which it will be used for the rest computations.
We consider the problem with
The source function
For fixed collocation point number parameter
Figure 1 describes the contour plots of the numerical solutions and analytical solutions at time
Tables 1, 2 show that the numerical results coincide very well with the analytical solutions for both
A one-step new general mesh free scheme for solving a viscous wave equation with variable coefficients is proposed. It is based on the strong form-based mesh free collocation method in conjunction with the radial basis functions. Numerical results show that the mesh free method is more simple than the other numerical methods with solution accuracy maintained. The proposed method with the localized technique can be extended to large-scale problems easily.
Data Availability Statement
The original contributions presented in the study are included in the article/Supplementary Material, further inquiries can be directed to the corresponding author.
FW designed the whole paper; JZ and IA wrote the manuscript; AF and HA analyzed experimental results.
Conflict of Interest
The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.
The work was supported by the Natural Science Foundation of Anhui Province (Project No. 1908085QA09) and the University Natural Science Research Project of Anhui Province (Project No. KJ2019A0591).
The Supplementary Material for this article can be found online at: https://www.frontiersin.org/articles/10.3389/fphy.2021.701512/full#supplementary-material
4. Mellouli H, Jrad H, Wali M, Fakhreddine D. Geometrically Nonlinear Meshfree Analysis of 3D-Shell Structures Based on the Double Directors Shell Theory with Finite Rotations. Steel Compos Struct (2019) 31(4):397–408. doi:10.12989/scs.2019.31.4.397
5. Mellouli H, Jrad H, Wali M, Dammak F. Meshfree Implementation of the Double Director Shell Model for FGM Shell Structures Analysis. Eng Anal Bound Elem (2019) 99:111–21. doi:10.1016/j.enganabound.2018.10.013
6. Mellouli H, Jrad H, Wali M, Dammak F. Free Vibration Analysis of FG-CNTRC Shell Structures Using the Meshfree Radial point Interpolation Method. Comput Math Appl (2020) 79(11):3160–78. doi:10.1016/j.camwa.2020.01.015
7. Wang LH, Liu YJ, Zhou YT, Yang F. Static and Dynamic Analysis of Thin Functionally Graded Shell with In-Plane Material Inhomogeneity. Int J Mech Sci (2021) 193:106165. doi:10.1016/j.ijmecsci.2020.106165
9. Baccouch M, Temimi H. A High-Order Space-Time Ultra-weak Discontinuous Galerkin Method for the Second-Order Wave Equation in One Space Dimension. J Comput Appl Math (2021) 389:113331. doi:10.1016/j.cam.2020.113331
11. Yang SP, Liu FW, Feng LB, Turner I. A Novel Finite Volume Method for the Nonlinear Two-Sided Space Distributed-Order Diffusion Equation with Variable Coefficients. J Comput Appl Math (2021) 388:113337. doi:10.1016/j.cam.2020.113337
13. Gao LF, Keyes D. Combining Finite Element and Finite Difference Methods for Iso-Tropic Elastic Wave Simulations in an Energy-Conserving Manner. J Comput Phys (2019) 378:665–85. doi:10.1016/j.jcp.2018.11.031
16. Ebrahimijahan A, Dehghan M. The Numerical Solution of Nonlinear Generalized Benjamin-Bona-Mahony-Burgers and Regularized Long-Wave Equations via the Meshless Method of Integrated Radial Basis Functions. Eng Comput-germany (2021) 37:93–122. doi:10.1007/s00366-019-00811-3
18. Oruc O. A Radial Basis Function Finite Difference (RBF-FD) Method for Numerical Simulation of Interaction of High and Low Frequency Waves: Zakharov-Rubenchik Equations. Appl Math Comput (2021) 394:125787. doi:10.1016/j.amc.2020.125787
19. Lu X, Zhang P, Shi LW, Hou SM, Kuang Y. A Radial Basis Function Meshless Numerical Method for Solving Interface Problems in Irregular Domains. Adv Appl Math Mech (2021) 13:645–70. doi:10.4208/aamm.OA-2020-0004
23. Karageorghis A, Tappoura D, Chen CS. The Kansa RBF Method with Auxiliary Boundary Centres for Fourth Order Boundary Value Problems. Math Comput Simulat (2021) 181:581–97. doi:10.1016/j.matcom.2020.10.010
Keywords: radial basis functions, wave equations, numerical simulation, meshfree methods, variable
Citation: Wang F, Zhang J, Ahmad I, Farooq A and Ahmad H (2021) A Novel Meshfree Strategy for a Viscous Wave Equation With Variable Coefficients. Front. Phys. 9:701512. doi: 10.3389/fphy.2021.701512
Received: 28 April 2021; Accepted: 08 June 2021;
Published: 02 July 2021.
Edited by:Umberto Lucia, Politecnico di Torino, Italy
Reviewed by:Lihua Wang, Tongji University, China
Aatish Anshuman, Indian Institute of Technology Bombay, India
Hanen Jrad, National Engineering School of Sfax, Tunisia
Copyright © 2021 Wang, Zhang, Ahmad, Farooq and Ahmad. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
*Correspondence: Juan Zhang, email@example.com