Research article

Numerical investigation of nonlinear extended Fisher-Kolmogorov equation via quintic trigonometric B-spline collocation technique

  • Received: 05 February 2024 Revised: 19 April 2024 Accepted: 26 April 2024 Published: 20 May 2024
  • MSC : 35-XX, 65-XX, 74S30

  • In this article, a collocation technique based on quintic trigonometric B-spline (QTB-spline) functions was presented for homogeneous as well as the nonhomogeneous extended Fisher-Kolmogorov (F-K) equation. This technique was used for space integration, while the time-derivative was discretized by the usual finite difference method (FDM). To handle the nonlinear term, the process of Rubin-Graves (R-G) type linearization was employed. Three examples of the homogeneous extended F-K equation and one example of the nonhomogeneous extended F-K equation were considered for the analysis. Stability analysis and numerical convergence were also discussed. It was found that the discretized system of the extended F-K equation was unconditionally stable, and the projected technique was second order accurate in space. The consequences were portrayed graphically to verify the accuracy of the outcomes and performance of the projected technique, and a relative investigation was accomplished graphically. The figured results were found to be extremely similar to the existing results.

    Citation: Shafeeq Rahman Thottoli, Mohammad Tamsir, Mutum Zico Meetei, Ahmed H. Msmali. Numerical investigation of nonlinear extended Fisher-Kolmogorov equation via quintic trigonometric B-spline collocation technique[J]. AIMS Mathematics, 2024, 9(7): 17339-17358. doi: 10.3934/math.2024843

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  • In this article, a collocation technique based on quintic trigonometric B-spline (QTB-spline) functions was presented for homogeneous as well as the nonhomogeneous extended Fisher-Kolmogorov (F-K) equation. This technique was used for space integration, while the time-derivative was discretized by the usual finite difference method (FDM). To handle the nonlinear term, the process of Rubin-Graves (R-G) type linearization was employed. Three examples of the homogeneous extended F-K equation and one example of the nonhomogeneous extended F-K equation were considered for the analysis. Stability analysis and numerical convergence were also discussed. It was found that the discretized system of the extended F-K equation was unconditionally stable, and the projected technique was second order accurate in space. The consequences were portrayed graphically to verify the accuracy of the outcomes and performance of the projected technique, and a relative investigation was accomplished graphically. The figured results were found to be extremely similar to the existing results.



    Nonlinear partial differential equations (PDEs) are extremely significant in real-world applications, which is why they play a significant part in the modeling of natural events. Most real-world problems can be characterized by nonlinear PDEs. However, analytical methods are unable to resolve some of these problems. Several numerical methods have been applied to solve these equations.

    The Fisher Kolmogorov (F-K) models have been extensively utilized in the study of physical, material, and biological systems [1]. Some of these applications include, for instance, pattern formation [2], spatiotemperal chaos [3], traveling waves phenomena [4], liquid crystals domain walls propagation [5], reaction model for Alzheimer's disease [6], and tumor growth dynamics [7].

    A cubic B-spline differential quadrature technique (DQM) was applied to simulate the fourth-order extended F-K equation in [8]. Error norms were used to assess the accuracy of the method. DQM and discretization were used to solve PDEs in [9]. Authors of [10,11] utilized differential quadrature and collocation methods based on quintic B-spline (QB) functions, i.e., QBDQM and QBCM, respectively, to simulate a numerically extended F-K (EFK) model. An analysis was conducted on stability, rate of convergence, and error norms. A numerical approach using trigonometric cubic B-spline functions was introduced to solve the time fractional gas dynamics equation was introduced in [12]. The generalized nonlinear time-fractional Klein-Gordon equation (TFKGE) was solved numerically using extended cubic B-spline (ECBS) functions in [13].

    In [14], a trigonometric quintic B-spline method is employed to solve singularly perturbed boundary value problems, proving its ease and cost-effectiveness. A recent study used a trigonometric quintic B-spline method to solve the Korteweg-de Vries (KdV)-Kawahar equation, which has time-dependent parameters [15]. The numerical results obtained from this method were shown to be both effective and efficient. The trigonometric cubic and quintic B-splines are utilized to simulate the Burgers equation [16]. The accuracy of the outcome is evaluated by error norms and compared to the available approximate solutions. Results showed that the approach is exceptionally effective in resolving coupled Burgers' equation (cBE). A messless method (finite pointset) was applied in [17], to numerically solve the EFK equation. In [18], mesh-free numerical techniques were used based on DQM and radial basis functions (RBF) to simulate the F-K extended model. In [19], the authors used the Fourier-based meshless approach to solve a (3+1)-dimensional PDE. In [20], a Gaussian-cubic backward substitution method was utilized to solve nonlinear and linear problems in two dimensions and three dimensions with an irregular domain. The method's computational accuracy was effectively demonstrated.

    The authors of [21] adopted element-free Galerkin interpolation to solve EFK numerically. In [22], the study on stochastic EFK was expanded by employing the numerical technique of Euler-Maruyama. In [23], He's variational method was adopted to study the solitons and period wave solution for EFK. This method simplifies calculation by reducing the order of the equation compared to previous methods. The authors of [24] proposed an approach to solve the EFK problem utilizing 2nd order splitting and orthogonal cubic spline collocation. Applying an H1-Galerkin mixed finite element (H1-GMFE) method to the extended F-K equation via the splitting method, [25] derived optimal order error estimates. The authors of [26] utilized the C1-conforming finite element method to estimate error optimally for two-dimensional EFK equations (semi and wholly discrete). The authors of [27] analyzed the solution to the EFK equation in terms of its long-term behavior. In [28], the author presented a Crank-Nicolson finite difference scheme (CNFDS) to solve the EFK problem in two space dimensions with Dirichlet boundary conditions. In [29], the stability of the CNFDS in L discrete norm for the EFK equation was investigated. The numerial solution to the EFK equation was derived in [30] using quartic B-spline based DQM (QAB-DQM). A novel meshless local collocation approach for numerically solving the 3D extended EFK equation was proposed in [31]. To discretize the time and spatial derivatives of the EFK equation, the second-order Crank-Nicolson scheme and meshless generalized finite difference method (GFDM) were used. Furthermore, in [32], a hybrid numerical method was introduced to address 2D nonlinear transient heat conduction concerns with temperature-dependent conductivity. They used Krylov deferred correction (KDC) for temporal discretization and GFDM for spatial discretization. In light of the aforementioned study, we propose a quintic trigonometric B-spline collocation technique to numerically simulate the extended F-K equation, which is expressed as:

    ut+γuxxxxuxx+u3u=f(x,t),x[a,b],t[0,T], (1.1)

    subject to initial condition (IC)

    u(x,0)=ϕ(x), (1.2)

    and boundary condition (BC)

    u(a,t)=ψ1(t),u(b,t)=ψ2(t),uxx(a,t)=0,uxx(b,t)=0. (1.3)

    If γ=0 in (1.1), we obtain the standard F-K equation, and its generalization is given as follows:

    ut=uxx+uu3. (1.4)

    When approaching Lifshitz points, [33] phase transitions require the inclusion of the fourth-order derivative due to the necessity of including higher-order gradient factors in the energy-free functional. The EFK equation appears at the phase transition Lifshitz point, and the gradient systems evolution equation is given as follows:

    I(u)=[γ2(u)2+β2(u)2+F(u)]dx, (1.5)

    where F is the double-well potential and is given as follows:

    F(u)=14(1u2)2. (1.6)

    If we choose β=1, then we obtain the EFK equation.

    For the structure of this paper: Section 2 includes the preliminaries about the quadratic trigonometric B-spline (QTB-spline) functions. In Section 3, we present the discretization of the extended F-K equation. Section 4 shows the stability analysis of the discretized system of the F-K equation using the von Neumann method. Section 5 shows the simulation of the F-K equation through numerical examples and compares the accuracy of the results. The conclusions are given in Section 6.

    The problem domain x[a,b] is uniformly partitioned into a mesh of length h=Δx=baM, using the knots xi=a+ih, i=0,1,...,M, ensuring that a=x0<x1<x2<<xM=b. Now, we specify the QTB-spline functions ˆQi(x) for i=2,1,0,...,M+ as follows:

    ˆQi(x)=1θ{ρ5(xi3),x[xi3,xi2),ρ(xi1)ρ4(xi3)ρ(xi)ρ(xi2)ρ3(xi3)ρ(xi+1)ρ2(xi3)ρ2(xi2)ρ(xi+2)ρ(xi3)ρ3(xi2)ρ4(xi2)ρ(xi3),x[xi2,xi1),ρ2(xi)ρ3(xi3)+ρ2(xi3)[ρ(xi)ρ(xi+1)ρ2(xi3)ρ(xi2)+ρ2(xi+1)ρ(xi1)]+ρ(xi+2)[ρ2(xi)ρ(xi+2)ρ(xi3)ρ2(xi2)+ρ(xi+1)ρ(xi3)ρ(xi2)ρ(xi1)]+ρ2(xi+2)ρ(xi3)ρ2(xi1)+ρ(xi+3)ρ(xi+2)ρ(xi2)ρ2(xi1)+ρ3(xi1)ρ2(xi+3),x[xi1,xi),ρ3(xi+1)ρ2(xi3)ρ(xi3)[ρ(xi+2)ρ2(xi+1)ρ(xi3)ρ(xi2)ρ2(xi+2)ρ(xi+1)ρ(xi1)]ρ3(xi+2)ρ(xi3)ρ(xi)ρ(xi+3)[ρ2(xi1)ρ2(xi2)ρ(xi+3)+ρ2(xi+1)ρ(xi+2)ρ(xi2)ρ(xi1)+ρ(xi2)ρ2(xi+2)ρ(xi)]ρ2(xi+3)[ρ2(xi1)ρ(xi+1)+ρ(xi1)ρ(xi+2)ρ(xi)]ρ3(xi+3)ρ2(xi),x[xi,xi+1),ρ4(xi+2)ρ(xi3)+ ρ(xi+3)ρ3(xi+2)ρ(xi2)+ρ2(xi+3)ρ2(xi+2)ρ(xi1)+ρ(xi)ρ(xi+2)ρ3(xi+3)+ρ(xi+1)ρ4(xi+3),x[xi+1,xi+2),ρ5(xi+3),x[xi+2,xi+3),0,otherwise, (2.1)

    where ρ(xi)=sin(xxi2), i=0,1,..,M, and θ=sin(2.5h)sin(2h)sin(1.5h)sin(h)sin(0.5h).

    The QTB-spline functions {QT2,QT1,...,QTM+1,QTM+2} form a basis over the problem domain. Table 1 displays QTB-spline values and derivatives at knots.

    Table 1.  ˆQi(x) and its derivatives at knots.
    x xi2 xi1 xi xi+1 xi+2
    ˆQi(x) τ1 τ2 τ3 τ2 τ1
    ˆQi(x) τ4 τ5 0 τ5 τ4
    ˆQi(x) τ6 τ7 τ8 τ7 τ6
    ˆQi(x) τ9 τ10 0 τ10 τ9
    ˆQivi(x) τ11 τ12 τ13 τ12 τ11

     | Show Table
    DownLoad: CSV

    Where

    τ1=1θsin5(h2),τ2=(2sin5(h2)cos(h2)(16cos2(h2)3))/θ,τ3=2(1+48cos4(h2)16cos2(h2))sin5(h2)/θ,τ4=(5/2)sin4(h2)cos(h2)θ,τ5=5sin4(h2)cos2(h2)(8cos2(h2)3)/θ,τ6=(5/4)sin3(h2)(5os2(h21)/θ,τ7=(5/2)sin3(h2)cos(h2)(15cos2(h2)+3+16cos4(h2))/θ,τ8=(5/2)sin3(h2)(16cos6(h25cos2(h2+1)/θ,τ9=(5/8)sin2(h2)cos(h2)(25cos2(h2)13)/θ,τ10=(5/4)sin2(h2)cos2(h2)(8scos4(h2)35cos2(h2)+15)/θ,τ11=(5/16)(125cos4(h2)114cos2(h2)+13)sin(h2)/θ,τ12=(5/8)sin(h2)cos(h2)(176cos6(h2)137cos7(h2)6cos2(h2)+15)/θ,τ13=(5/8)(92cos6(h2)117cos4(h2)+62cos2(h2)13)(1+4cos2(h2))sin(h2)/θ.

    Now, we undertake that the estimation uM(x,t) to the function u(x,t) at (x,tj) is represented by:

    u(x,t)uM(x,t)=M+2i=2Ci(tj)ˆQi(x), (2.2)

    where, Ci(tj) are unknowns and need to be found using the initial and BCs, as well as the collocation technique. Each QTB-spline consists of six components, and each component is included in six QTB-splines. The function uM(x,t) can be represented as the variation over the component and stated as:

    u(xM,tj)=i+2k=i2ˆQk(x)Ck(tj). (2.3)

    Using Eq (2.3), u, ux, uxx, uxxx, and uxxxx the knots can be expressed as:

    uji=τ1Cji2+τ2Cji1+τ3Cji+τ2Cji+1+τ1Cji+2, (2.4)
    (ux)ji=τ4Cji2τ5Cji1+τ5Cji+1+τ4Cji+2, (2.5)
    (uxx)ji=τ6Cji2+τ7Cji1+τ8Cji+τ7Cji+1+τ6Cji+2, (2.6)
    (uxxx)ji=τ9Cji2τ10Cji1+τ10Cji+1+τ9Cji+2, (2.7)
    (uxxxx)ji=τ11Cji2τ12Cji1+τ13Cji+τ12Cji+1+τ11Ci+2, (2.8)

    where Cji=Ci(tj).

    Currently, the time derivative of the problem (1.1) is discretized by the usual FDM, while θ-weighted scheme is used for spatial derivatives as follows:

    uj+1iujiΔt+γ[(θuxxxx)j+1i+(1θ)(uxxxx)ji)][θ(uxx)j+1i+(1θ)(uxx)ji]+θ(u3)j+1i+(1θ)(u3)jiθuj+1i(1θ)uji=fji. (3.1)

    The Rubin-Graves [34] approach linearizes the term u3 as follows:

    (u3)j+1i=uj+1i(uj+1iuj+1i)=uj+1i(2ujiuj+1iujiuji)=2uji(uj+1iuj+1i)(uji)2uj+1i=3(uji)2uj+1i2(uji)3. (3.2)

    Taking θ=12 and using it in the above Eqs (3.1) and (3.2), we get

    uj+1iuji+γΔt2(uxxxx)j+1i+γΔt2(uxxxx)jiΔt2(uxx)j+1iΔt2(uxx)ji+3Δt2(uji)2uj+1iΔt(uji)3+12Δt(uji)3Δt2uj+1iΔt2uji=Δtfji. (3.3)

    Simplifying the above equation and manipulating terms, we have

    (1+3Δt2(uji)2Δt2)uj+1iΔt2(uxx)j+1i+γΔt2(uxxxx)j+1i=(1+12Δt(uji)2+Δt2)uji+Δt2(uxx)jiγΔt2(uxxxx)ji+ˆfji. (3.4)

    Let

    1+3Δt2(uji)2Δt2=Aji,  and  1+12Δt(uji)2+Δt2=Bji.

    Then, the above equation becomes

    Ajiuj+1iΔt2(uxx)j+1i+γΔt2(uxxxx)j+1i=Bjiuji+Δt2(uxx)jiγΔt2(uxxxx)ji+ˆfji. (3.5)

    Now, using approximated u, uxx, and uxxxx via the QTB-spline collocation technique, we get

    (τ1AjiΔt2τ6+γ2Δtτ11)Cj+1i2+(τ2AjiΔt2τ7+τ12Δt2γ)Cj+1i1+(τ3AjiΔt2τ8+τ13γ2Δt)Cj+1i+(τ2AjiΔt2τ7+τ12Δt2γ)Cj+1i+1+(τ1AjiΔt2τ6+τ11γ2Δt)Cj+1i+2=(τ1Bji+Δt2τ6τ11Δt2γ)Cji2+(τ2Bji+Δt2τ7τ12Δt2γ)Cj+1i1+(τ3Bji+Δt2τ8τ13Δt2γ)Cj+1i+(τ2Bji+Δt2τ7τ12Δt2γ)Cj+1i+1+(τ1Bji+Δt2τ6τ11Δt2γ)Cj+1i+2+ˆfji. (3.6)

    We suppose that ˆAji=τ1AjiΔt2τ6+γ2Δtτ11, ˆBji=τ2AjiΔt2τ7+γ2Δtτ12,

    ˆDji=τ3AjiΔt2τ8+γ2Δtτ13, ˆEji=τ1Bji+Δt2τ6γ2Δtτ11,

    ˆFji=τ2Bji+Δt2τ7γ2Δtτ12, and ˆGji=τ3Bji+Δt2τ8γ2Δtτ13.

    Then, the above equation becomes

    ˆAjicj+1i2+ˆBjicj+1i1+ˆDjicj+1i+ˆBjicj+1i+1+ˆAjicj+1i+2=ˆEjicji2+ˆFjicji1+ˆGjicji+ˆFjicji+1+ˆEjicji+2+ˆfji,i=2,3,...,M2,j=0,1,...,N. (3.7)

    The discretization of the BCs is as follows:

    u(a,t)=ψ1(t)τ1Cj2+τ2Cj1+τ3Cj0+τ2Cj1+τ1Cj2=ψj1, (3.8)
    u(b,t)=ψ2(t)τ1CjM2+τ2CjM1+τ3CjM+τ2CjM+1+τ1CjM+2=ψj2, (3.9)
    uxx(a,t)=0τ6Cj2+τ7Cj1+τ8Cj0+τ7Cj1+τ6Cj2=0, (3.10)

    and

    uxx(b,t)=0τ6CjM2+τ7CjM1+τ8CjM+τ7CjM+1+τ6CjM+2=0. (3.11)

    Solving Eqs (3.8)–(3.11), we have

    Cj1=^τP^τmCj0Cj1+^τ6^τmψj1, (3.12)
    Cj2=^τq^τmCj0Cj2τ7^τmψj1, (3.13)
    CjM+1=cjM1^τp^τmCjM+τ6^τmψj2, (3.14)
    CjM+2=CjM2+^τq^τmCjMτ7^τmψj2, (3.15)

    where ^τm=τ2τ6τ1τ7, ^τp=τ3τ6τ1τ8, and ^τq=τ3τ7τ2τ8.

    For i=0, using Eqs (3.12) and (3.13) in (3.7) and manipulating terms, we get

    (^τq^τmˆAj0^τp^τmˆBj0+ˆDj0)Cj+10=(^τq^τmˆEj0^τp^τmˆFj0+ˆGj0)Cj0+τ7^τmˆAj0ψj+11τ6^τmˆBj0ψj+11τ7^τmˆEj0ψj1+τ6^τmˆFj0ψj1+ˆfj0,j=0,1,2,...,N. (3.16)

    For i=1, using Eq (3.12) in (3.7), we get

    (^τp^τmˆAj1+ˆBj1)Cj+10+(ˆAj1+ˆDj1)Cj+11+Bj1Cj+12+Aj1Cj+13=(^τp^τmˆEj1+ˆFj1)Cj0+(ˆEj1+ˆGj1)Cj1+ˆFj1Cj2+ˆEj1Cj3τ6^τmˆAj1ψj+11+τ6^τmˆEj1ψj1+ˆfj1,j=0,1,2,...,N. (3.17)

    For i=M1, using Eq (3.13) in (3.7), we get

    ˆAjM1Cj+1M3+ˆBjM1Cj+1M2+(ˆAjM1+ˆDjM1)Cj+1M1+(^τp^τmˆAjM1+ˆBjM1)Cj+1M=ˆEjM1CjM3+ˆFjM1CjM2+(ˆEjM1ˆGjM1)CjM1+(^τp^τmˆEjM1+ˆFjM1)CjMτ6^τmˆAjM1ψj+12τ6^τmˆEjM1ψj2+ˆfji,j=1,2,...,N. (3.18)

    For i=M, using Eq (3.13) and (3.14) in (3.7), we get

    (^τq^τmˆAjM^τp^τmˆBjM+ˆDjM)Cj+1M(^τq^τmˆEjM^τp^τmˆFjM+ˆGjM)CjMτ6^τmBjMψj+12+τ7^τmAjMψj+12+τ6^τmFjMψj2τ7^τmEjMψj2+ˆfjM,j=0,1,...,N. (3.19)

    At the time tj, j=0,1,...,N, and Eqs (3.16), (3.17), (3.7), (3.18), and (3.19) form a linear system of (M+1)×(M+1) order. We must establish the initial vectors (C00,C01,...,C0M1,C0M) from the IC to solve the system with the M+1 equation and M+3 unknowns. To remove the C01 and C0M+1, we use the IC u(x,0)=ϕ(x) and its first and second derivatives at boundaries as follows:

    u(x,0)=ϕ(x)τ1C0i2+τ2C0i1+τ3C0i+τ2C0i+1+τ1C0i+2=ϕ(xi), (3.20)
    ux(a,0)=ϕx(a)τ4C02τ5C01+τ5C01+τ4C02=ϕx(a), (3.21)
    ux(b,0)=ϕx(b)τ4C0M2τ5C0M1+τ5C0M+1+τ4C0M+2=ϕx(b), (3.22)
    uxx(a,0)=ϕxx(a)τ6C02+τ7C01+τ8C00+τ7C01+τ6C02=ϕxx(a), (3.23)
    uxx(b,0)=ϕxx(b)τ6C0M2+τ7C0M1+τ8C0M+τ7C0M+1+τ6C0M+2=ϕxx(b). (3.24)

    Solving Eqs (3.20)–(3.24), we get

    C01=τ4τ8η4C00+η3η4C01+2τ4τ6η4C021η4(τ6ϕx(a)+τ4ϕxx(a)), (3.25)
    C02=τ5τ8η4C00+2τ5τ7η4C01+η3η4C021η4(τ7ϕx(a)+τ5ϕxx(a)), (3.26)
    C0M+1=2τ4τ6η4C0M2+η3η4C0M1+τ4τ8η4C0M+1η4(τ6ϕx(b)+τ4ϕxx(b)), (3.27)
    C0M+2=η3η4C0M2+2τ5τ7η4C0M1+τ5τ8η4C0M+1η4(τ7ϕx(b)τ5ϕxx(b)), (3.28)

    where τ5τ6+τ4τ7=η3 and τ5τ6τ4τ7=η4.

    For i=0, using (3.25) and (3.26) in (3.20), we get

    (τ1τ5τ8η4+τ2τ4τ8η4+τ3)C00+(2τ1τ5τ7η4+τ2η3η4+τ2)C01+(2τ2τ4τ6η4+τ1η3η4+τ1)C02=u0(x0)+τ1η4(τ7ψx(a)+τ5ψxx(a))+τ2η4(τ6ϕx(a)+τ4ϕxx(a)). (3.29)

    For i=1, using (3.25) in (3.20), we get

    (τ1τ4τ8η4+τ2)C00+(τ1η3η4+τ3)C01+(2τ1τ4τ6η4+τ2)C02+τ1C03=u0(x1)+τ1η4(τ6ϕx(a)+τ4ϕxx(a)). (3.30)

    For i=M1, using (3.27) in (3.20), we get

    τ1C0M3+(2τ1τ4τ6η4+τ2)C0M2+(τ1η3η4+τ3)C0M1+(τ1τ4τ8η4+τ2)C0M=u0(xM1)τ1η4(τ6ϕx(b)τ4ϕxx(b)). (3.31)

    For i=M, using (3.27) and (3.28) in (3.20), we get

    (τ1η3η4+2τ2τ4τ6η4+τ1)C0M2+(2τ1τ5τ7η4+τ2η3η4+τ2)C0M1+(τ1τ5τ8η4+τ2τ4τ8η4+τ3)C0M=u0(xM)τ1η4(τ7ψx(b)τ5ψxx(b))τ1η4(τ6ϕx(b)τ4ϕxx(b)). (3.32)

    Equations (3.25), (3.26), (3.20), (3.27), and (3.28) form a system (M+1)×(M+1) order at the time t0.

    This section goes into stability analysis for the discretized system of the extended F-K equation via the von Neumann method [35]. According to the Duhamels' principle [36], the stability analysis of an inhomogeneous problem follows promptly from the homogeneous one. Thus, it seems necessary to examine the stability of the discretized system for the extended F-K equation with the force function f=0. Taking θ=12 and linearizing the nonlinear term u3 by taking u2=ˆk21 as a locally constant, the Eq (3.1) can be written as

    uj+1iuji+γΔt2(uxxxx)ji+γ2Δt(uxxxx)jiΔt2(uxx)j+1iΔt2(uxx)jiˆk2i1(uj+1i+uji2)Δt=0. (4.1)

    The above equation can be written as

    ˉAuj+1i=Δt2(uxx)j+1i+γΔt2(uxxxx)j+1i=ˉBuji=Δt2(uxx)ji+γΔt2(uxxxx)ji, (4.2)

    where

    (1+ˆk2112)=ˉA,  and  (1ˆk2112)=ˉB.

    Now, using approximated values of u, uxx, and uxxxx by the QTB-spline collocation technique in Eq (4.2), we get

    ACj+1i2+BCj+1i1+DCj+1i+BCj+1i+1+ACj+1i+1=ECji2+FCji1+GCji+FCji+1+ECji+1, (4.3)

    where

    A=τ1ˉAΔt2τ6+γ2Δtτ11, B=τ2ˉAΔt2τ7+γ2Δtτ12,D=τ3ˉAΔt2τ7+γ2Δtτ13, E=τ1ˉBΔt2τ6+γ2Δtτ11,F=τ2ˉBΔt2τ7+γ2Δtτ12, and, G=τ3ˉBΔt2τ8+y2Δtτ13.

    We suppose one Fourier mode from the full solution Cji=δjeκiϑ is used as trial solutions at xi, where ϑ= εh. The h is the element size,  ε is the mode number, and κ=1. Inverting this solution in Eq (4.3), we have

    (2Acos(2ϵh)+2Bcos(ϵh)+D)δj+1=(2Ecos(2ϵh)+2Fcos(ϵh)+G)δj. (4.4)

    Simplifying and manipulating some terms, we have

    δ=4Ecos2(ϵh)+2Fcos2(ϵh2)(2E+2FG)4Acos2(ϵh)+2Bcos2(ϵh2)(2A+2BD), (4.5)

    where,

    A=(1+ˆk22)τ1+Δt2(γτ11τ6), B=(1+ˆk22)τ2+Δt2(γτ12τ7),D=(1+ˆk22)τ3+Δt2(γτ13τ8), E=(3ˆk22)τ1Δt2(γτ11τ6),F=(3ˆk22)τ2Δt2(γτ12τ7), G=(3ˆk22)τ3Δt2(γτ13τ8).

    Inverting values of coefficients, we observe that E A, F B, G D, and, so, |δ|1. Therefore, the extended F-K equation discretized system is unconditionally stable.

    Example 1. Consider extended F-K Eq (1.1) in x[4,4] with the IC as

    u(x,0)=sinπx,x[4,4],

    and the BCs as

    u(4,t)=0,uxx(4,t)=0,u(4,t)=0,uxx(4,t)=0.

    Figures 1(a)(c) illustrate the computations for h=0.1, Δt=0.001 at t= 0, 0.05, 0.1, 0.15, and 2.0 for γ=0.0001 and γ=0.001, respectively. The figures indicate that solutions are identical for γ=0.0001 and γ=0.001, whereas solutions for γ=0.1 rapidly decrease toward 0, confirming the extended F-K equation's stabilizing property. The solutions that are acquired efficiently reproduce the satisfactory qualitative properties of the extended F-K equation. Figures 2(a)(c) depict the three-dimensional visualization of numerical solutions for different values of γ (γ=0.0001, γ=0.001, and γ=0.1) at t=0.2, with h=0.1 and Δt=0.001. It can be noted from these figures that the outcome of solutions is nearly identical for very small values of γ. However, the deterioration of solutions to zero is very immediate in the case of γ=0.1, which proves the stabilizing nature of the extended F-K equation. Table 2 presents a comparison between the current approach and existing methods in terms of L2 and L error norms. The comparison is made with a value of Δt=0.001, γ=0.1, and t=0.2. At M=20, our technique surpasses quartic B-spline differential quadrature method (QAB-DQM)[30], QBCM[11], and modified cubic B-spline based differential quadrature method (MCB-DQM)[8] in terms of outcomes. Furthermore, our study shows that our results exhibit greater performance compared to the findings in QBDQM[10] in terms of L2 error norms. Therefore, we are able to conclude that the approach yields better results compared to certain methods described in the literature for a small grid size.

    Table 2.  The error norms L2 and L for Example 1 with γ=0.1 and Δt=0.001 at t=0.2.
    Methods Error norms M=20 M=40 M=80
    Projected method L2 6.401e-03 1.9524e-02 5.839e-04
    L 2.796e-03 6.449e-03 2.574e-04
    QAB-DQM [30] L2 1.62e-02 8.91e-03 2.92e-03
    L 1.31e-02 7.94e-03 2.76e-03
    QBDQM [10] L2 2.135e-02 2.216e-03 3.123e-04
    L 1.155e-03 1.224e-03 1.531e-04
    QBCM [11] L2 1.116e-02 2.815e-03 5.657e-04
    L 5.510e-03 1.339e-03 2.834e-04
    MCB-DQM [8] L2 1.888e-02 2.300e-03 2.400e-04
    L 1.184e-02 2.220e-03 2.300e-04

     | Show Table
    DownLoad: CSV
    Figure 1.  Simulation of Example 1 with (a) γ=0.0001, (b) γ=0.001, and (c) γ=0.1 for h=0.1 and Δt=0.001 at various t.
    Figure 2.  3D plots of u(x,t) for Example 1 with (a) γ=0.0001, (b) γ=0.001, and (c) γ=0.1 for h=0.1 and Δt=0.001 at t=0.2.

    Example 2. Consider the extended F-K Eq (1.1) in x[4,4] with the IC as

    u(x,0)=103exp(x2),x[4,4],

    and the BCs as

    u(4,t)=1,uxx(4,t)=0,u(4,t)=1,uxx(4,t)=0.

    Figure 3 illustrates the computations for h=0.1, Δt=0.001 at t= 0.25, 1, 1.75, 2.5, 3.5, and 4.5 for γ=0.0001. This figure shows that solutions decay and reach a stable state approaching the value 1 as time increases, which is the instant replicate of the adequate qualitative performance of the extended F-K equation. Figure 4 illustrates the 3D view of the computations with γ=0.0001, h=0.025, and Δt=0.0001 for t[0.25,5]. It is also obvious from this figure that solutions start to decay and reach a stable state, approaching the value 1 as time increases. Table 3 presents the L2 and L error norms, in addition to the Rc, for the parameters γ=0.0001 and Δt=0.0001 at t=1 and t=4.5. The table shows a decrease in error norms as the mesh size increases. Additionally, it is noted that error norms are at their minimum at time t = 4.5, indicating that the extended F-K equation is in a stable state. Furthermore, the accuracy of the projected procedure in space variables is second order.

    Figure 3.  Plots for Example 2 with γ=0.0001, h=0.1, and Δt=0.001 at different t.
    Figure 4.  3D plots of u(x,t) for Example 2 with γ=0.0001 for h=0.025, and Δt=0.0001, where t[0.25,5].
    Table 3.  The error norms L2 and L for Example 2, convergence rate with γ=0.0001, Δt=0.0001 at t=1 and t=4.5.
    M t=1 t=4.5
    L2 Rc L Rc L2 Rc L Rc
    20 2.909e-02 9.708e-03 1.265e-03 4.039e-04
    40 9.250e-03 1.65 2.192e-03 2.15 3.437e-04 1.88 7.981e-05 2.34
    80 2.587e-03 1.84 4.354e-04 2.33 9.182e-05 1.90 1.520e-05 2.39

     | Show Table
    DownLoad: CSV

    Example 3. Consider the extended F-K Eq (1.1) in x[4,4] with the IC as

    u(x,0)=103exp(x2),x[4,4],

    and the BCs

    u(4,t)=1,uxx(4,t)=0,u(4,t)=1,uxx(4,t)=0.

    Figure 5 illustrates the computations for h=0.1, Δt=0.001 at t= 0.25, 1, 1.75, 2.5, 3.5, and 4.5 for γ=0.0001. Figure 6 depicts the 3D view of the numerical solutions with γ=0.0001, Δt=0.0001, and h=0.025 for t[0.25,5]. It is obvious from these figures that solutions start decaying and reach a stable state approaching the value -1 as time increases, which is the instant replication of the adequate qualitative performance of the extended F-K equation.

    Figure 5.  Plots for Example 3 with γ=0.0001, h=0.1, and Δt=0.001 at different t.
    Figure 6.  3D plots of u(x,t) for Example 3 with γ=0.0001 for h=0.025, and Δt=0.0001, where t[0.25,5].

    Example 4. Lastly, we look at the nonhomogenous extended F-K equation

    ut+γuxxxxuxx+f(u)=g(x,t),x[0,1],t[0,1],

    with

    u(x,t)=etsin(2πx),

    and BCs

    u(0,t)=0,uxx(0,t)=0,u(1,t)=0,uxx(1,t)=0,

    where f(u)=u3u and g(x,t)=etsin(2πx)(e2tsin2(2πx)+4π2+16π42).

    Table 4 shows L2 and L error norms as well as numerical convergence Rc for γ=1, Δt=0.01 at t=0.5 and t=1. The table clearly indicates that error norms are negligible and decrease as mesh sizes expand. Additionally, the proposed method converges to a space variable of the second order. Figure 7 depicts exact and computation u(x,t) for γ=1, and Δt=0.001 for h=0.025 with t= 0.1, 0.3, 0.5, and 0.7, while Figure 8 depicts 3D plots of exact and computation u(x,t) with γ=1, Δt=0.0005 for h=0.05 and t[0.02], and h=0.025 and t[0,1], respectively. These figures show excellent agreement between extact and computation solutions. The absolute error norms are also publicized in Figure 8, which are approximately in 103.

    Table 4.  The error norms L2 and L for Example 4, convergence rate with γ=1, Δt=0.01 at t=0.5 and t=1.
    M t=0.5 t=1
    L2 Rc L Rc L2 Rc L Rc
    20 8.675e-02 2.664e-02 1.428e-01 4.414e-02
    25 5.057e-02 2.42 1.425e-02 2.80 8.270e-02 2.45 2.312e-02 2.90
    40 1.930e-02 2.01 5.192e-03 2.15 2.708e-02 2.37 6.551e-03 2.68

     | Show Table
    DownLoad: CSV
    Figure 7.  A comparison of the exact and numerical values of u(x,t) for Example 4 with γ=1, h=0.025, and Δt=0.001 for t = 0.1, 0.3, 0.5, 0.7.
    Figure 8.  3D plots of exact and numerical u(x,t) together with abs. norms for γ=1 and Δt=0.0005 with (a) h=0.05 and t[0,0.02], (b) h=0.025 and t[0,1] for Example 4.

    A collocation technique based on QTB-spline functions is reported for homogeneous as well as nonhomogeneous extended F-K equations. The nonlinear term is handled by the Rubin-Graves (R-G) type linearization process. To validate results and check efficiency, three examples of homogeneous and one example of nonhomogeneous extended F-K equations are considered. The projected method has been found to yield improved results in comparison to the methods described in [8,10,11,30]. The performance of the projected technique and a relative investigation are accomplished graphically. Figures 1 and 2 portray that the nature of solutions is nearly similar for γ=0.0001 and γ=0.001 while, for γ=0.1, solutions decompose rapidly to 0, ensuring the stability of the extended F-K equation. Figures 3 and 5 portray that solutions decay and attain a stable state approaching the values 1 and -1, respectively, as time increases, which is the instant replicate of the adequate qualitative performance of the extended F-K equation. Figure 8 shows excellent agreement between exact and numerical solutions, with absolute error norms of approximately 103. We show that the projected technique is unconditionally stable for the discretized extended F-K equations. Additionally, the technique is determined to be accurate to a second order in space. The numerical analysis proves the projected technique is straightforward and yields very accurate results.

    All authors of this article have been contributed equally. All authors have read and approved the final version of the manuscript for publication.

    The authors declare they have not used Artificial Intelligence (AI) tools in the creation of this article.

    The authors extend their appreciation to the Deputyship for Research and Innovation, Ministry of Education in Saudi Arabia, for funding this research work through the project number ISP-2024.

    The authors declare no conflict of interest.



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