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. 2020 Sep 1;68:308–320. doi: 10.1016/j.cjph.2020.08.019

A numerical study of fractional rheological models and fractional Newell-Whitehead-Segel equation with non-local and non-singular kernel

NH Tuan a, RM Ganji b, H Jafari c,d,e,
PMCID: PMC7462662  PMID: 38620336

Abstract

In the recent years, few type of fractional derivatives which have non-local and non-singular kernel are introduced. In this work, we present fractional rheological models and Newell-Whitehead-Segel equations with non-local and non-singular kernel. For solving these equations, we present a spectral collocation method based on the shifted Legendre polynomials. To do this, we extend the unknown functions and its derivatives using the shifted Legendre basis. These expansions and the properties of the shifted Legendre polynomials along with the spectral collocation method will help us to reduce the main problem to a set of nonlinear algebraic equations. Finally, The accuracy and efficiency of the proposed method are reported by some illustrative examples.

Keywords: Non-local kernel, Non-singular kernel, New fractional derivatives, Fractional rheological models, Fractional Newell-Whitehead-Segel equations, The spectral collocation method

1. Introduction

The study of fractional calculus started at the end of the seventeenth century. It is a branch of mathematical analysis in which integer order derivatives and integrals extend to a real or complex number [1], [2]. In the end of nineteenth century basic theory of fractional calculus was developed with the studies of Liouville, Grünwald, Letnikov, and Riemann. It has been shown that fractional derivative operators are useful in describing dynamical processes with memory or hereditary properties such as creep or relaxation processes in viscoelastoplastic materials [3], [4], impact problem [5], plasma physics [1], diffusion process models [6], [7], [8], [9], chaotic systems [10], control problems [11], [12], dynamics modeling of coronavirus (2019-nCov) [13], etc.

Since in definition of the most important fractional operators such as Riemann-Liouville (RL) and Caputo exists a kernel of type local and sinqular, it is difficult or impossible to describe many non-local dynamics systems. Hence novel definitions for fractional integral and derivative operators have been introduced such as Caputo–Fabrizio (CF) [14] and Atangana–Baleanu (AB) operators [15]. The most important advantage of these operators is the existence of the non-local and non-sinqular kernel which introduced to describe complex physical problems [16], [17], [18], [19], [20], [21], [22], [23].

The AB and CF derivatives show crossover properties for the meansquare displacement, while the RL derivative is scale invariant. Their probability distributions are also a Gaussian to non-Gaussian crossover, with the difference that the CF kernel has a steady state between the transition. Only the AB kernel is a crossover for the waiting time distribution from stretched exponential to power law. The CF derivative is less noisy while the fractional AB derivative provides an excellent description, due to its Mittag-Leffler memory, able to distinguish between dynamical systems taking place at different scales without steady state [24], [25].

Orthogonal basis functions have been generally used to achieve approximate solution for many problems in various fields of science. Approximation of the solution using these functions is known as a useful tool in solving many classes of equations, numerically, e.g., differential equations [26], [27], integro-differential equations [28], [29] and partial differential equations [30] of various orders (fixed, fractional or variable order).

2. Basic concepts

In this section, many definitions of new fractional operators together with their important properties are recall which will be used further.

Definition 2.1

(See Yang [31]) Let 0 < ω  . The RL–integral is defined as

RLItωε(t)=1Γ(ω)0t(ts)ω1ε(s)ds.

The RL–integral of order ω satisfies the following property

RLItωtυ=Γ(υ+1)Γ(υ+1+ω)tυ+ω,υ0.

Definition 2.2

(See Atangana and Baleanu [15]) Let 0 < ω  ≤ 1, ε ∈ H 1(0, 1) and AB(ω) be a normalization function suchthat AB(0)=AB(1)=1 and AB(ω)=1ω+ωΓ(ω). Then

  • i.
    The Caputo AB–derivative is defined as
    ABCDtωε(t)=AB(ω)1ω0tEω(ω1ω(ts)ω)ε(s)ds,
    where Eω(t)=i=0tiΓ(ωi+1) is the Mittag-Leffler function.
  • ii.
    The AB–integral is given as
    ABItωε(t)=1ωAB(ω)ε(t)+ωAB(ω)Γ(ω)0t(ts)ω1ε(s)ds. (1)

Let αω=1ωAB(ω) and βω=1AB(ω)Γ(ω), then we can rewrite (1) as

ABItωε(t)=αωε(t)+βωΓ(ω+1)RLItωε(t).

It is easy to report that the AB–integral satisfies the following properties [32]

ABItωC=C(αω+βωtω),CR,ABItωtυ=tυ(αω+βω(υ+ω+1)B(υ+1,ω+1)tω),ABItω(ABCDtωε(t))=ε(t)ε(0),

where B( · ,  · ) is the Beta function.

Theorem 2.1

Let C[0, 1] be the space of all continuous functions defined on [0, 1] and f, g ∈ C[0, 1]. Then the following inequality can be established [15]

ABCDtωf(t)ABCDtωg(t)δf(t)g(t),

where δ is a constant number.

Theorem 2.2

Suppose that f and g satisfy the assumptions of Theorem 2.1 , then we have

ABItωf(t)ABItωg(t)εf(t)g(t),

where ε=αω+βω .

Proof

According to definition of the AB–integral, we have

ABItωf(t)ABItωg(t)=ABItω(f(t)g(t))=αω(f(t)g(t))+βωΓ(ω+1)RLItω(f(t)g(t))αωf(t)g(t)+βωΓ(ω+1)RLItω(f(t)g(t))(αω+βω)f(t)g(t). (2)

Taking ε=αω+βω, the proof is complete. □

Definition 2.3

(See Caputo and Fabrizio [14]) Let ω ∈ (0, 1], ε ∈ H 1(0, 1) and CF(ω) be a normalization function suchthat CF(0)=CF(1)=1 and CF(ω)=22ω. Then

  • i.
    The CF–derivative is defined as
    CFDtωε(t)=(2ω)CF(ω)2(1ω)0teω1ω(ts)ωε(s)ds.
  • ii.
    The CF–integral is given as
    CFItωε(t)=2(1ω)(2ω)CF(ω)ε(t)+2ω(2ω)CF(ω)0tε(s)ds. (3)

Let α¯ω=2(1ω)(2ω)CF(ω) and β¯ω=2ω(2ω)CF(ω), then we can rewrite (3) as

CFItωε(t)=α¯ωε(t)+β¯ωRLIt1ε(t).

The CF–integral satisfies the following properties

CFItωC=C(α¯ω+β¯ωt),CR,CFItωtυ=tυ(α¯ω+β¯ωυ+1t),CFItω(CFDωε(t))=ε(t)ε(0).

Theorem 2.3

Let C[0, 1] be the space of all continuous functions defined on [0, 1] and f, g ∈ C[0, 1]. Then the following inequality can be established

CFItωf(t)CFItωg(t)εf(t)g(t),

where ε=α¯ω+β¯ω .

Proof

According to definition of the CF-integral, we have

CFItωf(t)CFItωg(t)=CFItω(f(t)g(t))=α¯ω(f(t)g(t))+β¯ωRLIt1(f(t)g(t))α¯ωf(t)g(t)+β¯ωRLIt1(f(t)g(t))(α¯ω+β¯ω)f(t)g(t). (4)

Taking ε=α¯ω+β¯ω, the proof completes. □

3. The shifted Legendre polynomials and their properties

The shifted Legendre polynomials (SLPs) on the interval [0, 1] are defined by

Ln(t)=Ln(2t1),n=0,1,2,, (5)

where Ln(t) is the well-known Legendre polynomial (LP) of degree n. The recursive formula of LP on [1,1] is given by

L0(t)=1,L1(t)=t,Ln+1(t)=2n+1n+1tLn(t)nn+1Ln1(t),n=1,2,3,.

The given SLPs (Ln(t)) in the Eq. (5), could be written the following analytic form

Ln(t)=k=0nςn,ktk, (6)

where

ςn,k=(1)n+k(n+k)!(nk)!(k!)2. (7)

For two arbitrary functions h, p ∈ L 2[0, 1] the inner product and norm in this space are defined, respectively, by

h(t),p(t)=01h(t)p(t)dt,
h(t)2=h(t),h(t)12=(01|h(t)|2dt)12.

For the SLPs, the orthogonality condition is as follows

Lm(t),Ln(t)={12m+1,m=n,0,mn.

Suppose that ε(t) ∈ L 2[0, 1]. Then, the function ε(t) can be expanded in terms of the SLPs by

ε(t)=i=0εiLi(t), (8)

where

εi=ε(t),Li(t)Li(t),Li(t)=(2i+1)01ε(t)Li(t)dt. (9)

By taking only the first M+1 terms in (8), ε(t) can be approximated as

ε(t)εM(t)=i=0MεiLi(t)=CTL(t), (10)

where C=[ε0,ε1,,εM]T and

L(t)=[L0(t),L1(t),,LM(t)]T. (11)

Theorem 3.1

Suppose that εCM+1[0,1] and H=span{L0(t),L1(t),,LM(t)}L2[0,1] . Assume εM is the best approximation of ε into H, then the error bound is as

ε(t)εM(t)2ρ(M+1)!22M+1,

where ρ=supθ[0,1]|ε(M+1)(θ)| .

Proof

Suppose that PM is the interpolating polynomials to ε at points ti, where ti,i=0,1,,M are the roots of (M+1)-degree shifted Chebysheve polynomials on [0, 1]. Then

ε(t)PM(t)=ε(M+1)(θ)(M+1)!i=0M(tti),θ[0,1].

So,

|ε(t)PM(t)|ρ(M+1)!22M+1,

where ρ=supθ[0,1]|ε(M+1)(θ)|.

Since εM is the best approximation of ε in H, we get

ε(t)εM(t)22ε(t)PM(t)22=01|ε(t)εM(t)|2dt=01(ρ(M+1)!22M+1)2dt=(ρ(M+1)!22M+1)2. (12)

By taking the squared root from both sides (12), the proof completes. □

Similarly, any function ε(x, t) in H*=L2([0,1]×[0,1]) can be approximated in terms of the SLPs as

ε(x,t)LT(x)CL(t), (13)

where C=[ci,j] is an (M+1)×(M+1) matrix whose elements are given by

ci,j=ε(t,s),Li(t),Lj(s)Li(t)22Lj(s)22,i,j=0,1,,M.

Theorem 3.2

Let H*=span{L0(x)L0(t),,L0(x)LM(t),,LM(x)L0(t),,LM(x)LM(t)} and ε ∈ H* is a smooth function defined on I=[0,1]×[0,1] with bounded derivatives as follows

max(x,t)I|M+1ε(x,t)xM+1|θ1,max(x,t)I|M+1ε(x,t)tM+1|θ2,max(x,t)I|2M+2ε(x,t)xM+1tM+1|θ3,

where θ 1, θ 2 and θ 3 are positive constants. If εM(x,t)=LT(x)CL(t) be the best approximation of ε into H*, then

ε(x,t)εM(x,t)21(M+1)!22M+1(θ1+θ2+θ3(M+1)!22M+1).

Proof

Let that PM is the interpolating polynomials to ε at points (xi, tj), where xi,i=0,1,,M and tj,j=0,1,,M are the roots of (M+1)-degree shifted Chebysheve polynomials on [0, 1]. Then

ε(x,t)PM(x,t)=M+1ε(ξ,t)xM+1(M+1)!i=0M(xxi)+M+1ε(x,η)tM+1(M+1)!j=0M(ttj)2M+2ε(ξ,η)xM+1tM+1((M+1)!)2i=0M(xxi)j=0M(ttj),

where ξ, ξ′, η, η′ ∈ [0, 1]. Then we obtain

|ε(x,t)PM(x,t)|max(x,t)I|M+1ε(ξ,t)xM+1|i=0M|xxi|(M+1)!+max(x,t)I|M+1ε(x,η)tM+1|j=0M|ttj|(M+1)!+max(x,t)I|2M+2χ(ξ,η)xM+1tM+1|i=0M|xxi|j=0M|ttj|((M+1)!)2. (14)

Since ε(x, t) is a smooth function on I, then there exist constants θ 1, θ 2 and θ 3, such that

max(x,t)I|M+1ε(x,t)xM+1|θ1,max(x,t)I|M+1ε(x,t)tM+1|θ2,max(x,t)I|2M+2ε(x,t)xM+1tM+1|θ3. (15)

By substituting (15) into (14) and employing the estimates for Chebysheve interpolation nodes, we have

|ε(x,t)PM(x,t)|1(M+1)!22M+1(θ1+θ2+θ3(M+1)!22M+1). (16)

Since εM is the best approximation of ε in H*, that is

ε(x,t)εM(x,t)2ε(x,t)ε*(x,t)2,

where ε* is any arbitrary polynomial in H*. Then, using (16) we obtain

ε(x,t)εM(x,t)22=0101|ε(x,t)εM(x,t)|2dxdt0101|ε(x,t)PM(x,t)|2dxdt=0101(1(M+1)!22M+1(θ1+θ2+θ3(M+1)!22M+1))2dxdt=(1(M+1)!22M+1(θ1+θ2+θ3(M+1)!22M+1))2. (17)

Finally, taking the square root of both sides of (17) completes the proof. □

3.1. Operational matrices of the SLPs

This subsection is devoted to introducing some operational matrices (OMs) of the SLPs basis vector which will be used further.

  • (1)
    The OM of the integration of the vector L(t) given by (11) can be approximated as
    0tL(s)dsPL(t), (18)
    where P is given as [29]
    P=12[1100001301300000012M1012M1000012M+10].
  • (2)
    The OM of AB–integral of order ω of the vector L(t) is obtained as
    ABItωL(t)=αωL(t)+βωΓ(ω+1)RLItωL(t). (19)
    Now, we must obtain the OM of RL–integral of order ω. To do this, we apply the LR–integral operator, RLItω, on Li(t),i=0,1,,M as
    RLItωLi(t)=RLItω(r=0iςi,rtr)=r=0iςi,r(RLItωtr)=r=0iΓ(r+1)ςi,rΓ(r+ω+1)tr+ω.
    By approximating the function tr+ω in terms of the SLPs, we have
    tr+ωk=0Mer,kLk(t). (20)
    In view of (20) and for i=0,1,,M, we get
    RLItωLi(t)r=0iΓ(r+1)ςi,rΓ(r+ω+1)(k=0Mer,kLk(t))=k=0M(r=0iΓ(r+1)ςi,rer,kΓ(r+ω+1))Lk(t)=k=0M(r=0iρi,k,r)Lk(t).
    Therefore, for i=0,1,,M, we can write
    RLItωL(t)=FωL(t), (21)
    where
    Fω=[ρ0,0,0ρ0,1,0ρ0,M,0r=01ρ1,0,rr=01ρ1,1,rr=01ρ1,M,rr=0MρM,0,rr=0MρM,1,rr=0MρM,M,r],
    with
    ρi,k,r=Γ(r+1)ςi,rer,kΓ(r+ω+1).
    By substituting (21) into (19), the proof completes.
  • (3)
    The OM of CF–integral of order ω of the vector L(t) is obtained as
    CFIωL(t)=α¯ωL(t)+β¯ωRLI1L(t).
    In view of (18), we have
    CFIωL(t)=α¯ωL(t)+β¯ωPL(t)=(α¯ωI+β¯ωP)L(t)=IωL(t), (22)
    where I is an (M+1)×(M+1) identity matrix and Iω=α¯ωI+β¯ωP. The matrix Iω is called the OM of CF–integral based on the SLPs.

4. Applications

4.1. Rheological models

  • i.
    Classic approach The behavior of linear viscoelastic materials can be described by linear differential equations. In general, a constitutive equation for a linear viscoelastic material is given by
    Aσ=Bε,
    where A:=i=0naiDti,B:=i=0mbiDti,ai,biR,i=0,1,,n,j=0,1,,m, and n ≥ m. Thus, models including connected common mechanical elements such as springs and dampers can be used to visualize the constitutive equation in a convenient way. These descriptions are known as rheological models constructed by combining linear springs and dampers in series and parallel. Three well-known rheological models called Kelvin-Voigt, Maxwell, and Zener models. More complex rheological models with more realistic responses can be constructed by including additional elements [2].
    A Kelvin-Voigt element is composed of a linear spring and damper connected in parallel, and its constitutive equation is given as
    ηDtε(t)+Eε(t)=σ(t),
    where E is the elasticity modulus and η is the viscosity. Under a creep test with σ(t)=σ0 and ε(0)=0, the response is obtained as
    ε(t)=(1exp[Eηt])σ0E.
    A Maxwell element is composed of a linear spring and damper connected in series, and its constitutive equation is given as
    Dtε(t)=Dtσ(t)E+σ(t)η.
    Under a creep test with σ(t)=σ0 and ε(0)=0, the response is
    ε(t)=(1E+1ηt)σ0.
    A Zener element is composed of a linear spring and a Maxwell element connected in parallel, and its constitutive equation is given as
    Dtε(t)+E1E2E1+E2ε(t)=1E1+E2Dtσ(t)+E2η(E1+E2)σ(t).
    Under a creep test with σ(t)=σ0 and ε(0)=0, the response of the model is
    ε(t)=(1exp[E1E2E1+E2t])σ0ηE1.
  • ii.

    Fractional approach

    In general, consider the following FDE:
    Dtωε(t)+λ1ε(t)=λ2Dtvσ(t)+λ3σ(t), (23)
    where 0 < ω ≤ 1 and λiR+,i=1,2,3. Dtω is denoted either the AB (ABCDtω) derivative or CF (CFDtω) derivative. The constitutive equation of the proposed fractional rheological models can be obtained by adjusting the parameters λi in the equation (23).
    • a.
      The constitutive equation of the fractional Kelvin-Voigt model is obtained when
      λ1=Eη,λ2=0,λ3=1η,ω=v.
    • b.
      The constitutive equation of the fractional Maxwell model is obtained when
      λ1=0,λ2=1E,λ3=1η,ω=v.
    • c.
      The constitutive equation of the fractional Zener model is obtained when
      λ1=E1E2E1+E2,λ2=1E1+E2,λ3=E2η(E1+E2),ω=v.
    All the previous settings for λi yield the classic rheological models when ω=v=1.
  • iii.

    The method

    In here, we introduce a numerical method for the solution of the form Eq. (23). Let in the Eq. (23), the derivative is described in the AB (or CF) sense. For solving the Eq. (23), first we approximate ABCDtωε(t) and ABCDtvσ(t) as
    ABCDtωε(t)C1TL(t),ABCDtvσ(t)C2TL(t). (24)
    By taking the AB–integral of (24) and using initial conditions (ε(0)=0,σ(0)=σ0), we have
    ε(t)C1TJωL(t),σ(t)C2TJvL(t)+σ(0). (25)
    By approximating σ(0)C3TL(t), σ(t) can be rewritten as
    σ(t)C4L(t), (26)
    where C4=C2TJv+C3T. By putting (24)-(26) in (23), we have
    C1T+λ1C1TJωλ2C2Tλ3C4=0. (27)
    By solving the system (27), the unknown parameters are obtained. Finally the approximate solution can be computed by (25).
  • iv.

    Test examples

    The creep behavior of the fractional Kelvin-Voigt model for different values of E={0.3,0.5,0.8,1} and ω={0.5,0.6,0.7,0.8,0.9,0.99,1} is shown in Figs. 1 and 2 , when η=0.5 and σ0=1 for the AB and CF derivatives, respectively. We used Mathematica for computation.

Fig. 1.

Fig. 1

The creep behavior of the Kelvin-Voigt model for different values of E, ω and M=5, by considering the AB derivative.

Fig. 2.

Fig. 2

The creep behavior of the Kelvin-Voigt model for different values of E, ω and M=5, by considering the CF derivative.

4.2. The Newell-Whitehead-Segel equation

  • i.

    Classic approach

    Consider the Newell-Whitehead-Segel equation
    Dtε(x,t)=λ1Dxxε(x,t)+λ2ε(x,t)λ3ε(x,t)λ4, (28)
    with initial condition
    ε(x,0)=f0(x), (29)
    and boundary conditions
    ε(0,t)=f1(t),ε(1,t)=f2(t), (30)
    where λ 1, λ 2 and λ 3 are real numbers with λ 1 > 0, and λ 4 is a positive integer number. When λ1=1, λ2=1, λ3=1 and λ4=2, the Eq. (28) is called the Fishers equation.
  • ii.

    Fractional approach

    Consider the Newell-Whitehead-Segel equation by
    Dtωε(x,t)=λ1Dxxε(x,t)+λ2ε(x,t)λ3ε(x,t)λ4,(x,t)[0,1]×[0,1], (31)
    where 0 < ω ≤ 1. In the fractional Newell-Whitehead-Segel Eq. (31), Dtω is called the AB or CF derivative operator.
  • iii.
    The methodHere, we introduce a numerical method for the solution of the form Eq. (31). Let in the Eq. (31), the derivative is described in the AB (or CF) sense. For solving the Eq. (31), first we approximate Dxx ε(x, t) as
    Dxxε(x,t)LT(x)C1L(t), (32)
    where C 1 is an (M+1)×(M+1) unknown vector. By integrating from (32) respect x twice, we get
    ε(x,t)LT(x)(P2)TC1L(t)+xεx(0,t)+ε(0,t). (33)
    By putting x=1 into (33), we have
    εx(0,t)=ε(1,t)ε(0,t)LT(1)(P2)TC1L(t). (34)
    Let
    1C2TL(t)(orC2TL(x)),xC3TL(x),ε(0,t)C4TL(t),ε(1,t)C5TL(t), (35)
    where the elements of C 2, C 3, C 4 and C 5 vectors can be calculused by (9). With helping (34) and (35), ε(x, t) can be rewritten as
    ε(x,t)LT(x)C6L(t), (36)
    where C6=(P2)TC1+C3C5TC3LT(1)(P2)TC1C3C4T+C2C4T.
    Let F(x,t,ε(x,t))=λ2ε(x,t)λ3ε(x,t)λ4. We approximate F and ε(x, 0) using the shifted Legender basis by
    F(x,t,ε(x,t))=LT(x)C7L(t), (37)
    ε(x,0)=C8Tφ(t), (38)
    where C 7 is an (M+1)×(M+1) unknown vector and the elements of C 8 vector can be obtained by (9). By taking the AB-integral of both sides of the Eq. (31) and using (32), (36)(38), we get
    C6C8C2Tλ1C1JωC7Jω=0. (39)
    Now, by putting (36) into (37) and using the collocation points xi=iM+2,i=1,2,,M+1 and tj=jM+2,j=1,2,,M+1, gives
    F(xi,tj,LT(xi)C6L(tj))LT(xi)C7L(tj)=0. (40)
    Eqs. (39) and (40) form a system of 2(M+1)(M+1) nonlinear equations of the vectors of C 1 and C 7.

    By solving this system, the unknown parameters of the vectors of C 1 and C 7 are obtained. Finally the approximate solution can be computed by (36).

  • iv.

    Test examples

    Consider the Newell-Whitehead-Segel equation in the following cases
    • Case 1.
      By considrting λ1=1,λ2=1,λ3=1andλ4=2, the Newell-Whitehead-Segel equation with the exact solution ε(x,t)=1(1+ex656t)2 is as follows
      Dtωε(x,t)=Dxxε(x,t)+ε(x,t)ε(x,t)2.
    • Case 2.
      By considering λ1=1,λ2=1,λ3=1andλ4=3, the Newell-Whitehead-Segel equation with the exact solution ε(x,t)=12(1+tanh(2x+3t4)) is as follows
      Dtωε(x,t)=Dxxε(x,t)+ε(x,t)ε(x,t)3.
    • Case 3.
      By considering λ1=1,λ2=3,λ3=4andλ4=3, the Newell-Whitehead-Segel equation with the exact solution ε(x,t)=34e6xe6x+e62x92t is as follows
      Dtωε(x,t)=Dxxε(x,t)+3ε(x,t)4ε(x,t)3.
    By solving the Newell-Whitehead-Segel equation in above cases using the proposed method, the numerical results for different values of ω are reported in Table 1, Table 2, Table 3 and Figs. 3 , 4 and و .

Table 1.

Comparison of the absolute error at some selected points (M=5,λ1=1,λ2=1,λ3=1,λ4=2).

(x, t) ω=0.5
ω=0.7
ω=0.99
AB CF AB CF AB CF
(0.1,0.1) 7.525e2 6.619e3 6.486e3 5.450e3 4.428e4 2.744e4
(0.3,0.3) 1.494e3 1.062e2 1.161e2 6.956e3 3.825e4 7.925e6
(0.5,0.5) 1.472e2 7.619e3 1.042e2 3.408e3 1.690e4 1.527e4
(0.7,0.7) 9.731e3 2.521e3 6.184e3 3.423e4 7.833e6 1.907e4
(0.9,0.9) 2.974e3 5.007e4 1.574e3 1.288e3 2.798e5 7.392e5

Table 2.

Comparison of the absolute error at some selected points (M=5,λ1=1,λ2=1,λ3=1,λ4=3).

(x, t) ω=0.5
ω=0.7
ω=0.99
AB CF AB CF AB CF
(0.1,0.1) 1.264e2 1.112e2 1.091e2 9.147e3 7.272e4 4.29809e4
(0.3,0.3) 1.977e2 1.325e2 1.495e2 7.890e3 2.671e4 2.60225e4
(0.5,0.5) 1.316e2 3.731e3 8.061e3 1.091e3 2.576e4 5.29674e4
(0.7,0.7) 3.730e3 4.513e3 5.362e4 6.466e3 4.170e4 4.66574e4
(0.9,0.9) 9.471e4 4.303e3 1.770e3 4.135e3 1.778e4 1.23433e4

Table 3.

Comparison of the absolute error at some selected points (M=5,λ1=1,λ2=3,λ3=4,λ4=3).

(x, t) ω=0.5
ω=0.7
ω=0.99
AB CF AB CF AB CF
(0.1,0.1) 2.488e2 2.203e2 2.165e2 1.823e2 1.253e3 5.482e4
(0.3,0.3) 1.729e2 8.122e3 1.119e2 1.119e3 1.064e3 1.610e3
(0.5,0.5) 2.379e3 1.197e2 6.092e3 1.486e2 1.106e3 8.904e4
(0.7,0.7) 8.982e3 1.514e2 9.800e3 1.391e3 8.813e4 6.349e4
(0.9,0.9) 4.675e3 6.516e3 4.367e3 4.932e3 4.051e7 1.552e4

Fig. 3.

Fig. 3

The numerical results for different values of ω and M=5, by considering the AB derivative.

Fig. 4.

Fig. 4

The numerical results for different values of ω and M=5, by considering the CF derivative.

5. Conclusion

In this work, we have presented a numerical method for solving fractional rheological models and Newell-Whitehead-Segel equations.

The derivative is considered in the Caputo–Fabrizio and Atangana–Baleanu sense. Our numerical method is based on the operational matrices of the shifted Legendre polynomials . By this way, the main problem is reduced to a system of nonlinear algebraic equations which greatly simplifies the problem. An error estimation is proved for the approximate solution. Finally, some examples have been presented to demonstrate the accuracy and efficiency of the proposed method.

Author contributions

All authors discussed the results and contributed to the final manuscript.

Financial disclosure

This research received no external funding.

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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