Abstract
In this work, we employ an octic B-spline function to construct a collocation technique for obtaining solutions to soliton on Benjamin-Bona-Mahony-Burgers (BBMB) equation. The BBMB equation is fully-discretized in two forums such as: spatial and time discretization using octic B-spline function of the unknown variable and the Crank-Nicolson procedure, respectively. The robustness of the proposed method is determined by examining four test problems. On Neumann (Fourier) method is employed to obtain unconditional stability. A convergence analysis for the current scheme is also performed, resulting in The accuracy and efficiency of the proposed method are justified with error norms, invariants and the current result is also compared with existing results and found to be better as well as a better agreement to analytical solution. The proposed scheme is found to be more computationally efficient with operations for whole process.
1. Introduction
BBMB is an important tool in the physical sciences to study heat transfer (Chen & Gurtin, Citation1968), seepage theory of homogeneous fluids (Barenblatt, Zheltov, & Kochina, Citation1960), design of an undular bore (Peregrine, Citation1966), and non-steady fluid flow (Ting, Citation1963).
Generalized Benjamin-Bona-Mohany-Burger’s equation is (1.1) (1.1) with, initial and boundary conditions (1.2) (1.2) (1.3) (1.3) (1.4) (1.4)
There are various analytical and numerical techniques available in the literature to obtain the soliton of BBMB equation, such as: modified BBM equation by first integral method (Abbasbandy & Shirzadi, Citation2010), odd degree spline interpolation convergence (Boor, Citation1968), homotopy technique for soliton of explicit BBMB (Fakhari & Domairry, Citation2007), decomposition method for soliton solution (Al-Khaled, Momani, & Alawneh, Citation2005), improvised B-spline collocation method of fourth order (Kukreja, Citation2022), collocation method (Zarebnia & Parvaz, Citation2016), nonlinear BBMB equations by He’s methods (Tari & Ganji, Citation2007), finite difference method (FDM) through Crank-Nicolson Type (CNT) (Omrani & Ayadi, Citation2008), exp function technique for nonlinear BBMB explicitly (Ganji, Ganji, & Bararnia, Citation2009), Painlevé analysis and lie Symmetries (Kumar, Gupta, & Jiwari, Citation2013), quartic B-spline collocation method (Arora, Mittal, & Singh, Citation2014), B-spline collocation (Fyfe, Citation1969; Jena & Gebremedhin, Citation2023; Senapati & Jena, Citation2023; Shallal, Ali, Raslan, & Taqi, Citation2019), block method (Jena & Gebremedhin, Citation2020; Gebremedhin & Jena, Citation2020; Jena, Mohanty, & Misra, Citation2018), association of radial basis functions (RBF) and meshless method (Dehghan, Abbaszadeh, & Mohebbi, Citation2014), Galerkin method (Dehghan & Abbaszadeh, Citation2015), B-spline quasi-interpolation (Kumar & Baskar, Citation2016), hybridization of Lucas with Fibonacci polynomials (Oruç, Citation2017), finite element method (FEM) coupled the regularized long wave equation (RLW) (Gardner, Gardner, & Dag, Citation1995), time-space pseudo-spectral method (Mittal, Balyan, & Tiger, Citation2018), solitary waves and roguwaves with interaction phenomena (Hossen, Roshid, & Ali, Citation2018).
Crank-Nicolson finite difference method based on a midpoint upwind scheme (Kadalbajoo & Awasthi, Citation2008), finite difference technique (Kutluay & Esen, Citation2006), finite difference type operators on cubic spline interpolation (Lucas, Citation1974), improvised collocation algorithm (Shallu & Kukreja, Citation2021), Hermite splines with quintic collocation (Arora, Jain, & Kukreja, Citation2020), error analysis for approximate solution of BBMB equation (Zarebna & Parvaz, Citation2020), numerical treatment and analysis of BBMB equation (Zarebnia & Parvaz, Citation2016), Hermite collocation of sixth order (Kumari & Kukreja, Citation2022), fourth-order accurate difference scheme (Bayarassou, Citation2019). Legendre spectral element method (Dehghan, Shafieeabyaneh, & Abbaszadeh, Citation2021), bilinear formalism and ansatze’s function towards solution of BBMB (Hossen, Roshid, & Ali, Citation2019) and lie algebra (Casas, Citation1996). The other methods related with the schemes are B-spline collocation for Kuramoto Sivashinsky equation (Lakestani & Dehghan, Citation2012), MRLW equation in B-Spline environment (Jena, Senapati, & Gebremedhin, Citation2020a), study of solitions in BFRK scheme (Jena, Senapati, & Gebremedhin, Citation2020b), Burgers soliton by decatic B-spline Function for collocation (Jena & Gebremedhin, Citation2021a), computational technique for heat and advection diffusion equations (Jena & Gebremedhin, Citation2021b), fifth-order boundary value problems by septic collocation (Senapati & Jena, Citation2022), soliton of Kuramoto-Sivashinsky equation(KSE) (Jena & Gebremedhin, Citation2021c), boundary value problem of fifth order (Jena & Gebremedhin, Citation2022), integral transform (Jena, Naya, & Acharya, Citation2017; Mohanty & Jena, Citation2018; Mohanty, Jena, & Misra, Citation2021a, Citation2021b).
Recently, various fractional differential equations are introduced to describe different engineering real situations. So many authors are working on fractional differential equations based on the reproducing kernel (Arqub, Citation2019), singular Fredholm time-fractional partial integro differential equations (Arqub, Citation2019), Hirota bilinear method (Geng, Mou & Dai, Citation2023), time-fractional Ablowitz-Ladik model using the fractional exponential function (Fang, Mou, Zhang, & Wang, Citation2021), PT-symmetric potential method (Bo, Wang, Fang, Wang, & Dai, Citation2023; Wen et al., Citation2021), Projecting transformation and the Darboux method (Wu & Jiang, Citation2022), MPS-PINN method (Wen, Wu, Liu, & Dai, Citation2022), an energy-conservation deep-learning (ECDL) method (Fang et al., Citation2022) are constructed to study a coupled nonlinear Schrödinger equation (CNLSE).
Some authors are suggested Lie symmetric methods to find the solution of partial differential equations like two-dimensional Burgers–Huxley equation (Hussain, Bano, Khan, Baleanu, & Sooppy Nisar, Citation2020), (2 + 1) and (3 + 1) dimensional sine-Gordon equation (Wang, Yang, Gu, Guan, & Kara, Citation2020; Wang, Citation2021b), (3 + 1)-dimensional Schrödinger equation (Wang, Citation2021a), Kdv and mKdv equation (Wang & Wazwaz, Citation2022a), Kdv-Burgers-Kuramoto equation in Wang (Citation2021c), Study of modified Gardner-type equation and its time fractional form (Wang & Wazwaz, Citation2022b), Cauchy problem (Casas, Citation1996), Daftardar-Jafari method (Al-Jawary, Radhi, & Ravnik, Citation2018), differential transformation method (Mohanty & Jena, Citation2018).
Here, the novelty of our paper is the application of a higher-order banded sparse matrix as well as higher-order derivative to improve the numerical results of BBMB equation. Nonlinear terms are handled by quasi-linearization. A convergence analysis is established with the help of three difference operators and Taylor series. An unconditional stability analysis is based on Von Neumann approach. Numerical examples are soughted and found to be better than existing results and agree with the analytical solution. The proposed scheme may be employed for other nonlinear PDEs in the physical sciences for future research.
The system of equations with a coefficient matrix is solved using the octa-diagonal algorithm, which involves () simple arithmetic operations. Hence, the method can be used with simple and elementary operations rather than complex calculations. The method is inexpensive, simple to implement, dependable, and computationally efficient. It can be used as an alternative for a wide range of nonlinear problems for computational complexity.
This work is organized as follows: The introductory part is given in Section 1. Section 2 models an octic B-spline scheme and BBMB equation is implemented in Section 3. The Von Neumann method is employed in Section 4 to obtain stability in unconditional mode. Section 5 describes the convergence of this method. In section 6, four test problems are taken to justify the efficiency, robustness and computational complexity of the proposed method. Section 7 ends with some conclusions.
2. Octic B-Spline collocation (OBSC)
Let us consider uniform partition such that for the domain [a, b] with step size
The zeroth degree B-spline is expressed as; (2.1) (2.1)
The basis function of degree by (Boor, Citation1968) (2.2) (2.2)
Employing Equationequation (2.1)(2.1) (2.1) and substituting in Equationequation (2.2)(2.2) (2.2) , B-spline of degree one is found in Equationequation (2.3)(2.3) (2.3) (2.3) (2.3)
Similarly, applying septic B-spline and taking in Equationequation (2.2)(2.2) (2.2) , our desired octic B-spline is as follows (): (2.4) (2.4) (2.5) (2.5) where
The approximate solution using octic B-spline is defined as follows; where, is time parameter. (2.6) (2.7) (2.7)
3. Application of method
In the governing Equationequation (1.1)(1.1) (1.1) , the Octic B-spline function of the unknown variable and the Crank-Nicolson technique (NLT) are used for spatial and temporal discretization sense. (3.1) (3.1) (3.2) (3.2)
The non-linear term can be transformed to linear form by using quasi-linearization (3.3) (3.3)
Employing Equationequation (3.3)(3.3) (3.3) in Equationequation (3.2)(3.2) (3.2) (3.4) (3.4) where
Associating Equationequation (2.7)(2.7) (2.7) in Equationequation (3.4)(3.4) (3.4) and arranging the coefficient separately, (3.5) (3.5) where
EquationEquation (3.5)(3.5) (3.5) contains () unknow with () parameters ().
The boundary conditions and higher-order derivatives of the octic B-spline introduce seven more terms to ensure a unique solution. The system of equations forms a matrix (3.6) (3.6)
In this case, both and are banded matrices. MATLAB is used to solve the system of Equationequations (3.6)(3.6) (3.6) using the octa-diagonal algorithm
Initial state
Applying the initial conditions in Equationequation (3.6)(3.6) (3.6) (3.7) (3.7)
To determine the initial state the approximate solution satisfy the boundary conditions as follows: (3.8) (3.8)
Initial matrix is of the form
Where
and (3.9) (3.9)
To solve the system, we apply the octa diagonal algorithm to obtain the initial vector Numerical solution of Equationequation (1.1)(1.1) (1.1) is obtained by iterating Equationequation (3.6)(3.6) (3.6) .
General solution at can be written as: (3.10) (3.10)
4. Stability analysis
To investigate the stability of Equationequation (3.4)(3.4) (3.4) , employ Von-Neumann procedure (4.1) (4.1) where, also and h is the mode number and the element size respectively. Associating Equationequation (4.1)(4.1) (4.1) into Equationequation (3.5)(3.5) (3.5) and further simplification (4.2) (4.2)
Applying the Euler’s formula in Equation(4.2)(4.2) (4.2) (4.3) (4.3) where
Applying the stability condition (4.4) (4.4)
The unconditionally stable condition is followed from Equationequation (4.4)(4.4) (4.4) .
5. Convergence of the scheme
This section contains study for the convergence of present topic.
Lemma 5.1.
Octic B-Spline { satisfy the following inequality (5.1) (5.1)
Proof.
From real analysis, we have (5.2) (5.2)
At any node (5.3) (5.3)
Also, in each sub interval
Hence, in each sub interval (5.4) (5.4)
Hence,
Theorem 5.2.
Suppose that and be the analytic and approximate solution respectively of Equationequation (1.1)(1.1) (1.1) and and also then (5.5) (5.5)
We have a unique octic B-spline Equation(3.7)(3.7) (3.7) that satisfies the interpolation condition and is also smooth.
EquationEquation (2.7)(2.7) (2.7) estimates the coefficients of for (5.6) (5.6) (5.7) (5.7) (5.8) (5.8) (5.9) (5.9) (5.10) (5.10) (5.11) (5.11) (5.12) (5.12)
Employing, and refer (Lucas, Citation1974; Fyfe, Citation1969), Equationequations (5.6)–Equation(5.12)(5.12) (5.12) can be expressed as:
Let and expand them in the power of (5.13) (5.13) (5.14) (5.14) (5.15) (5.15) (5.17) (5.17) (5.18) (5.18) (5.19) (5.19)
Let us consider the error and associte Equationequations (5.13)–Equation(5.19)(5.19) (5.19) in Equationequation (5.20)(5.20) (5.20) to obtain equation (5.21). Employing Taylor series expansion in Equationequation (5.20)(5.20) (5.20) (5.20) (5.20) (5.21) (5.21)
Where
The following theorem condenses the preceding results:
Theorem 5.3.
For sufficiently small h, the truncation error is O(h^9), where H(x) is the analytical solution and w(x) is the approximate solution of Equation(1.1)(1.1) (1.1) with boundary conditions. This reveals that the method has O(h^9) accuracy.
Theorem 5.4.
Refer (Kadalbajoo & Awasthi, Citation2008)
If the estimation of local error is given by
Theorem 5.5.
The global error estimate at time level with global truncation error at the time of discretization can be expressed as: (5.22) (5.22)
Proof.
Applying norm for Equationequation (5.22)(5.22) (5.22) (5.23) (5.23) where
Equations (5.21) and Equation(5.23)(5.23) (5.23) generate
6. Numerical computation
This section bears with the formulae and numerical computation of and error norms and invariants and invariants via four tests.
Example 1.
For β = 0 and λ = 1 in the governing BBMB Equationequation (1.1)(1.1) (1.1) with the initial condition in the space domain [−10, 30] and the time domain [1, 4], the exact solution is (See Zarebna & Parvaz, Citation2020). Here stands for the soliton to single solitary wave of Equationequation (1.1)(1.1) (1.1) . reports the error norms at different values N and temporal status. also presents a comparison of the error norms, with many BBMB equations (Zarebnia & Parvaz, Citation2016, Citation2020). and report the invariants collocations with cubic Hermitian splines (Arora et al., Citation2020), for different values of N. represents the comparison invariants at different time levels by present method with existing results (Arora et al., Citation2020; Zarebnia & Parvaz, Citation2016). The result is found to be more accurate in present scheme. surf approximate and analytical solutions for time level t = 4, N = 100, Δt = 0.01, respectively. depicts a comparison of the approximate and analytical solutions at various time points for Δt = 0.01, N = 100. For clarity, we compare the approximate and exact solutions for Δt = 0.1 and N = 100 at time t = 2, 4, 6, and 8 in , respectively. represents the absolute error at different times for Δt = 0.01 and N = 900.
Example 2.
Employ and in the governing Equationequation (1.1)(1.1) (1.1) in the space domain [−10] and time domain [1, 5] with (Arora et al., Citation2020; Zarebna & Parvaz, Citation2020). The numerical solution is reported in with N = 100 and 1 at spatial domain −2, 0,2,4,6. at time levels 4 and 5. For −2 and 0 all the numerical values are with negative sign and for 0,2,4 and 6 they are with positive sign as shown in . reports the approximate solution of present method with (Zarebna & Parvaz, Citation2020) at time levels and 10 at spatial domain and 5. reports the approximate result for and 4 at spatial domain 4 and 8 with N = 500 and For node all the approximate results are with negative sign and for node 0,4 and 8 they are with positive sign as displayed in depicts the approximate results for N = 500 with at time levels For more visibility, the numerical solutions with and N = 400 at are surfed in respectively.
Example 3.
Consider the problem in the in the spatial domain [−40, 60] and with in the governing Equationequation (1.1)(1.1) (1.1) . The exact solution (Arora et al., Citation2020) is given by Where and wave velocity . reports the error norms for N = 100, 500 and 1000 respectively at time levels t = 2, 4, 6, 8 and 10 with studies the invariants at t = 2, 4, 6, 8 for shake of Zarebnia and Parvaz (Citation2016), Gardner et al. (Citation1995] and Al-Khaled et al. (Citation2005) with executes the comparative study of by Zarebnia and Parvaz (Citation2016), Arora et al. (Citation2014), Gardner et al. (Citation1995), Kutluay and Esen (Citation2006), and Arora et al. (Citation2020) with present method for N = 100 and and . The results are found to be more accurate in present scheme. surf the numerical and exact solution with = 0. 01 and N = 100 at t = 6 respectively. depicts comparative study of approximate and exact results at time levels t = 2, 4,6,8 and 10 for N = 100 and .
Example 4.
Consider the non-homogeneous BBMB equation
For exact solution is in the interval [0, ] and N = 121 (Arora et al., Citation2020; Zarebna & Parvaz, Citation2020). reports the comparison of error norms by Arora et al. (Citation2014) and Arora et al. (Citation2020) with present method for N = 121 and N = 140 respectively with in [0, ] at different times t = 1, 2,4 and 10. The results are found to be more accurate in present scheme. The distinguish on numerical solution with analytical at different times t = 0, 1,2,3 and 4 in [0, ] for N = 121 with is plotted in .
7. Conclusions
Higher-order B-spline collocation (BSC) is coupled with the Crank-Nicolson scheme to obtain numerical solition of BBMB equation.The higher-order sparse banded matrix and derivatives of higher degree act as catalyst for better improvement approximate soliton of BBMB in the present situation. The robustness of the current method is justified by employing four tests for numerical simulation of and error norms and conservative constants like and invariants. The obtained results are also compared and found to be better to existing and closer to exact result. The unconditional stability is established by Fourier mode and convergence order of accuracy in space and time is well derived for present scheme with the application of three difference operators and Taylor series method. The proposed algorithm may be utilized for other nonlinear PDEs in physical sciences.
Acknowledgements
The authors would like to thank the anonymous referees, Managing Editor and Editor in Chief for their valuable suggestions.
Disclosure statement
No potential conflict of interest was reported by the authors.
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