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Research article

On the nonlinear system of fourth-order beam equations with integral boundary conditions

  • Received: 05 July 2021 Accepted: 04 August 2021 Published: 09 August 2021
  • MSC : 34B15, 34B18

  • The purpose of this paper is to establish an existence theorem for a system of nonlinear fourth-order differential equations with two parameters

    {u(4)+A(x)u=λf(x,u,v,u,v), 0<x<1,v(4)+B(x)v=μg(x,u,v,u,v), 0<x<1

    subject to the coupled integral boundary conditions:

    {u(0)=u(1)=u(1)=0, u(0)=10p(x)v(x)dx,v(0)=v(1)=v(1)=0, v(0)=10q(x)u(x)dx,

    where A, BC[0,1], p,qL1[0,1], λ>0,μ>0 are two parameters and f,g:[0,1]×[0,)×[0,)×(,0)×(,0)R are two continuous functions satisfy the growth conditions.

    Citation: Ammar Khanfer, Lazhar Bougoffa. On the nonlinear system of fourth-order beam equations with integral boundary conditions[J]. AIMS Mathematics, 2021, 6(10): 11467-11481. doi: 10.3934/math.2021664

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  • The purpose of this paper is to establish an existence theorem for a system of nonlinear fourth-order differential equations with two parameters

    {u(4)+A(x)u=λf(x,u,v,u,v), 0<x<1,v(4)+B(x)v=μg(x,u,v,u,v), 0<x<1

    subject to the coupled integral boundary conditions:

    {u(0)=u(1)=u(1)=0, u(0)=10p(x)v(x)dx,v(0)=v(1)=v(1)=0, v(0)=10q(x)u(x)dx,

    where A, BC[0,1], p,qL1[0,1], λ>0,μ>0 are two parameters and f,g:[0,1]×[0,)×[0,)×(,0)×(,0)R are two continuous functions satisfy the growth conditions.



    In [1], the authors investigated the following system of fourth-order differential equations

    {u(4)=f(x,u,v,u,v), 0<x<1,v(4)=g(x,u,v,u,v), 0<x<1, (1.1)

    subject to the boundary conditions

    {u(0)=u(0)=0, u(1)=u(1)=0,v(0)=v(0)=0, v(1)=v(1)=0, (1.2)

    where f,gC((0,1)×(0,)×(0,)×(,0)×(,0), R). The results were obtained by approximating the fourth-order system to a second-order singular one and using a fixed point index theorem on cones.

    Recently, the authors [2] studied the following system

    {u(4)+β1uα1u=f(x,u,v), 0<x<1,v(4)+β2vα2v=g(x,u,v), 0<x<1, (1.3)

    subject to the above boundary conditions, where αi,βiR, i=1,2 satisfy βi<2π2, αiβ2i4, αiπ4+βiπ2<1, and established the existence of positive solutions for this system with superlinear or sublinear nonlinearities.

    In [3], the author considered the nonlinear fourth-order differential equation

    {u(4)=λf(x,u,v), 0<x<1,v(4)=μg(x,u,v), 0<x<1, (1.4)

    subject to the coupled integral boundary conditions

    {u(0)=u(1)=u(1)=0, u(0)=10p(x)v(x)dx,v(0)=v(1)=v(1)=0, v(0)=10q(x)u(x)dx, (1.5)

    where p and q are continuous functions on [0,1], λ and μ are two positive parameters and f,g:[0,1]×[0,)×[0,)[0,) are continuous functions, and established a sufficient condition 10p(x)dx10q(x)dx<1 with the extreme limits of f and g to guarantee a unique positive solution (u,v) in C[0,1]×C[0,1] for this problem by using the Guo-Krasnosel'skii fixed point theorem and the Green's functions.

    In this paper, we establish an existence theorem for the following boundary value problem

    {u(4)+A(x)u=λf(x,u,v,u,v), 0<x<1,v(4)+B(x)v=μg(x,u,v,u,v), 0<x<1, (1.6)

    subject to the integral boundary conditions (1.5), where A,BC[0,1], p,qL1[0,1] and f,g:[0,1]×[0,)×[0,)×(,0)×(,0)R are continuous functions and satisfy the growth conditions with variable parameters:

    |f(x,u,v,w,z)|a1(x)|u|+b1(x)|v|+c1(x)|w|+d1(x)|z|+e1(x), (1.7)
    |g(x,u,v,w,z)|a2(x)|u|+b2(x)|v|+c2(x)|w|+d2(x)|z|+e2(x), (1.8)

    where ai(x),bi(x),ci(x),di(x),ei(x), i=1,2 are positive continuous functions on [0,1]. Moreover, we will assume that

    sup0x1A(x)=A1<αC1, sup0x1B(x)=B1<βC1, 0<λαA1C17k1+1,0<μβB1C17k2+1, (1.9)
    σ=10p(x)dx10q(x)dx<1, α1σC1, β1σC1. (1.10)

    where ki=max{ai,bi,ci,di}, ai=max0x1ai(x), bi=max0x1bi(x), ci=max0x1ci(x), di=max0x1di(x), ei=max0x1ei(x), C1=4π24, α=110p2(x)>0 and β=110q2(x)>0.

    It is well-known that fourth-order differential equations play a major role in physics and elasticity theory, and lead to wide range of applications in mechanical engineering. Equations of (1.6) represent deflections of beams, where u and v denote the deflections and f,g denote the distributed loads on the beams, and each distributed load depends on the deflection. Here; u is the bending moment stiffness, and u(4) is the load density stiffness, and λ, μ are parameters that represent the reciprocal of the flexural rigidity of the material of each beam, which measures the resistance to bend. The simplest case is when the load f=f(x) depends only on position x, but more general representations of f could also include other variables, such as the deflection u and the bending moment stiffness u, which arise frequently in applications to mechanics. In [4], we established an existence and uniqueness theorem for the boundary value problem

    u(4)+A(x)u=λf(x,u,u),0<x<1, (1.11)

    subject to the integral boundary conditions

    u(0)=u(1)=10p(x)u(x)dx,u(0)=u(1)=10q(x)u(x)dx, (1.12)

    where AC[0,1], p,qL1[0,1] and f is continuous on [0,1]×R×R and satisfies a growth condition with variable parameters:

    |f(x,u,v)|a(x)|u|+b(x)|v|+c(x), (1.13)

    where a,b,c are positive continuous functions on [0,1]. This problem has attracted the attention of many researchers due to its important and various applications to mechanics and construction engineering (see [5,6,7,8,9,10,11] and references therein). With the exception of [9,11] none of the authors discussed the problem with integral conditions. In [4], we investigated the problem in the case of small deflections, which usually occurs when the material of the beam has high flexural rigidity (i.e., λ is small), and so we imposed an upper bound for λ. This natural assumption of small deflections is essential to neglect shear distortion and effects of rotatory inertia and this will lead to Euler-Bernoulli Equation. Moreover, it is critical when it comes to industrial applications since large deflections of beams used in building towers, skyscrapers, bridges, and other constructions may cause cracks in the beams and this could lead to disastrous effects, such as the collapse of the construction for example.

    In this paper, we wish to extend our study to the case of systems of beam equations rather than a single equation. Particularly speaking, investigating the existence of small deflections (i.e., solutions to the system (1.6) under some natural assumptions).

    In system (1.6) the situation is a bit more complicated since it represents two different beams each of which exhibits a small deflection, and both deflections and their bending moment stiffness affect the distributed loads on both beams. This situation arises in heavy construction (towers, skyscrapers) where the deflection of one beam could affect the load on the next beam and the other surrounding beams. Studying these systems with a careful analysis of deflections could help reach the typical design for the structure to be built. In [1] the boundary conditions models a simply supported beam (provided that p=q=0). In this study, since deflection of a beam is affected by loads on surrounding beams, it is more suitable to study boundary condition of the form (1.5) which represent beams that are simply supported at one end and sliding clamped at the other end, which is the same model studied by [3]. This important study is an extension of [4] to system of beams, and it generalizes the works of [1,2,3]. The system (1.6) generalizes the preceding systems in the following sense:

    1). If A=B=0 then (1.6) reduces to (1.4) and (1.1).

    2). If f and g depend only on u and v then (1.6) reduces to (1.3) and (1.4).

    3). If p(x)=q(x)=0 then the condition (1.5) reduces to (1.2).

    The system (1.6) subject to the integral boundary conditions (1.5) can be converted into the following coupled system:

    {u=w, u(0)=u(1)=0,v=z, v(0)=v(1)=0,w=A(x)u+λf(x, u, v, w, z), w(0)=10p(x)z(x)dx, w(1)=0,z=B(x)v+μg(x, u, v, w, z), z(0)=10q(x)w(x)dx, z(1)=0. (2.1)

    Thus, we shall prove the following statement

    Proposition 2.1. If the conditions (1.7)–(1.10) hold, then there exist two constants M>0 and M>0 such that for any x[0,1] and any solution (u, v) to the system (2.1), we have

    u3,ρM and v3,ρM, (2.2)

    where

    u3,ρ=max0x1(|u(x)|+|u(x)|+|ρ(x)u(x)|+|u(x)|), (2.3)
    v3,ρ=max0x1(|v(x)|+|v(x)|+|ρ(x)v(x)|+|v(x)|), (2.4)

    and ρ(x)=x(1x2), x[0,1].

    Proof. Multiplying both sides of the first equation of (2.1) by u and integrating the resulting equation from 0 to 1, then employing integration by parts, we obtain

    u(1)u(1)u(0)u(0)10u2(x)dx=10u(x)w(x)dx. (2.5)

    Taking into account u(0)=u(1)=0, we have

    10u2(x)dx=10u(x)w(x)dx. (2.6)

    The integral 10u(x)w(x)dx can be estimated by means of the Cauchy-Schwarz inequality

    |10u(x)w(x)dx|(10u2(x)dx)12(10w2(x)dx)12. (2.7)

    Using the Wirtinger's inequality [12]:

    bah2(x)dx4(ba)2π2ba(h(x))2dx, (2.8)

    provided hC1[a,b] and h(a)=0, we obtain

    10u2(x)dx4π210u2(x)dx. (2.9)

    Thus

    10u2(x)dx4π210w2(x)dx. (2.10)

    Adding (2.9) and (2.10), we obtain

    10u2(x)dx+(14π2)10u2(x)dx4π210w2(x)dx. (2.11)

    Consequently,

    10u2(x)dx+10u2(x)dxC110w2(x)dx, (2.12)

    where C1=4π24.

    Similarly, for the second equation of (2.1), we obtain

    10v2(x)dx+10v2(x)dxC110z2(x)dx. (2.13)

    Proceeding as before, multiplying both sides of the third equation of (2.1) by ρ(x)v and integrating the resulting equation from 0 to 1, then employing integration by parts, taking into account the nonlocal boundary conditions w(0)=10p(x)z(x)dx and w(1)=0, we obtain

    10w2(x)dx+210ρ(x)(w(x))2dx=[10p(x)z(x)dx]2+210A(x)ρ(x)u(x)w(x)dx2λ10f(x,u,v,w,z)ρ(x)w(x)dx. (2.14)

    Note that, since sup0x1ρ(x)=12,

    2|10A(x)ρ(x)u(x)w(x)dx|A1(10u2(x)dx)12(10w2(x)dx)12, (2.15)

    and

    [10p(x)z(x)dx]2(10p2(x)dx)(10z2(x)dx). (2.16)

    Applying (1.7) to f(x, u, v, w, z) to obtain

    |10f(x,u,v,w,z)ρ(x)w(x)dx|a1210|u(x)w(x)|dx+b1210|v(x)w(x)|dx+c1210w2(x)dx+d1210|w(x)z(x)|dx+1210|e1(x)w(x)|dx. (2.17)

    The integrals on the right hand side of the above inequality can be estimated by means of the ϵ inequality:

    10|F(x)G(x)|dx1ϵ10F2(x)dx+ϵ10G2(x)dx, ϵ>0. (2.18)

    Thus

    |10f(x,u,v,w,z)ρ(x)w(x)dx|a12ϵ110u2(x)dx+a1ϵ1210w2(x)dx+b12ϵ210v2(x)dx+b1ϵ2210w2(x)dx+c1210w2(x)dx+d1ϵ3210w2(x)dx+d12ϵ310z2(x)dx+e212ϵ4+ϵ4210w2(x)dx, ϵi>0, i=1,...,4. (2.19)

    But

    10u2(x)dx10u2(x)dx+10u2(x)dxC110w2(x)dx, (2.20)

    and

    10v2(x)dx10v2(x)dx+10v2(x)dxC110z2(x)dx. (2.21)

    Substituting (2.20) and (2.21) into (2.15) and (2.16), we obtain

    2|10A(x)ρ(x)u(x)w(x)dx|A1C110w2(x)dx, (2.22)

    and

    |10f(x,u,v,w,z)ρ(x)w(x)dx|(a1C12ϵ1+a1ϵ12+c12+b1ϵ22+d1ϵ32+ϵ42)10w2(x)dx+(b1C12ϵ2+d12ϵ3)10z2(x)dx+e212ϵ4. (2.23)

    Now using (2.14), (2.16), (2.22) and (2.23), we obtain

    [1A1C1λ(a1C1ϵ1+a1ϵ1+c1+b1ϵ2+d1ϵ3+ϵ4)]10w2(x)dx+210ρ(x)w2(x)dx[λ(b1C1ϵ1+d1ϵ2)+10p2(x)dx]10z2(x)dx+λe21ϵ4. (2.24)

    If we choose ϵi=1, i=1,...,4, then

    [1A1C1λ(a1C12+a1+b1+c1+d1+1)]10w2(x)dx+210ρ(x)w2(x)dx[λ2(b1C1+d1)+10p2(x)dx]10z2(x)dx+λe212. (2.25)

    Since a1C12+a1+b1+c1+d1+1<K1=5k1+1, where k1=max{a1,b1,c1,d1},

    [1A1C1λK1]10w2(x)dx+210ρ(x)w2(x)dx[λ2(b1C1+d1)+10p2(x)dx]10z2(x)dx+λe212. (2.26)

    Similarly, for the fourth equation of (2.1), we have

    [1B1C1μK2]10z2(x)dx+210ρ(x)z2(x)dx[μ2(b2C1+d2)+10q2(x)dx]10w2(x)dx+μe222, (2.27)

    where K2=5k2+1, and k2=max{a2,b2,c2,d2}. Since A1<αC1, B1<βC1, and in view of λ<αA1C1K1 and μ<βB1C1K2, we have

    γ110w2(x)dx+210ρ(x)w2(x)dxδ110z2(x)dx+λe212, (2.28)

    and

    γ210z2(x)dx+210ρ(x)z2(x)dxδ210w2(x)dx+μe222, (2.29)

    where

    γ1=1A1C1λK1>0, γ2=1B1C1μK2>0, (2.30)

    and

    δ1=λ2(b1C1+d1)+10p2(x)dx, δ2=μ2(b2C1+d2)+10q2(x)dx. (2.31)

    Hence

    10w2(x)dx<10w2(x)dx+10ρ(x)w2(x)dxδ1γ110z2(x)dx+λe212γ1, (2.32)

    and

    10z2(x)dx<10z2(x)dx+10ρ(x)z2(x)dxδ2γ210w2(x)dx+μe222γ2. (2.33)

    Substituting (2.33) into (2.32), we obtain

    10w2(x)dxM1, (2.34)

    where M1=δ1μe222γ1γ2+λe212γ11δ1δ2γ1γ2. It is easy to see from the upper bound of λ in (1.9) that λ<αC1A1K1+b1C12+d12, hence δ1<γ1. Similarly, μ<βC1B1K2+b2C12+d22, hence δ2<γ2 and therefore δ1δ1<γ1γ2. Hence

     10z2(x)dxM2, (2.35)

    where M2=δ2γ2M1+μe222γ2. Combining (2.34) and (2.35) with (2.12) and (2.13), respectively, we have

    10u2(x)dx+10u2(x)dxC1M1, (2.36)

    and

    10v2(x)dx+10v2(x)dxC1M2. (2.37)

    From (2.32) and (2.33), we obtain

    10w2(x)dx+10ρ(x)w2(x)dxM3, (2.38)

    where M3=δ1γ1M2+λe212γ1 and

    10z2(x)dx+10ρ(x)z2(x)dxM4, (2.39)

    where M4=δ2γ2M1+μe222γ2.

    From the third equation of (2.1), we have

    10(w)2(x)dx=10[A(x)u+λf(x,u(x),v(x),w(x),z(x))]2dx. (2.40)

    Applying the growth condition (1.7) and using the sum of square inequality (ni=1hi)2ni=1h2i, we obtain

    10(w)2(x)dx2[A2110u2(x)dx+λ210f2(x,u(x),v(x),w(x),z(x))dx], (2.41)

    and

    10f2dx5[a2110u2(x)dx+b2110v2(x)dx+c2110w2(x)dx+d2110z2(x)dx+e21]. (2.42)

    Hence

    10(w(x))2dxM5, (2.43)

    where M5=2A21C1M1+10λ2(a21C1M1+b21C1M2+c21M1+d21M2+e21).

    Similarly, from the fourth equation of (2.1), we have

    10(z(x))2dxM6. (2.44)

    where M6=2B21C1M2+10μ2(a22C1M1+b22C1M2+c22M1+d22M2+e22).

    On the other hand, we have

    u(x)=x0u(x)dx, u(0)=0 and u(x)=1xu(x)dx, u(1)=0. (2.45)

    Thus

    |u(x)|(10(u(x))2dx)12C1M1, (2.46)

    and

    |u(x)|(10(u(x))2dx)12M1. (2.47)

    Also, from

    ρ(x)w(x)=x0(ρ(x)w(x))dx, ρ(0)=0, (2.48)

    we obtain

    |ρ(x)w(x)|10|(ρ(x)w(x))|dx10|ρ(x)w(x)+ρ(x)w(x)|dx. (2.49)

    Using sup0x1|ρ(x)|=1, sup0x1ρ(x)∣=12 and applying Hölder's inequality, we obtain

    ρ(x)w(x)∣≤2[10(w2(x)+ρ(x)w(x)2)dx]122M3. (2.50)

    We also have

    w(x)=1xw(x)dx, w(1)=0. (2.51)

    Hence

    |w(x)|(10(w(x))2dx)12M5. (2.52)

    Similarly, we obtain

    max0x1(|v(x)|+|v(x)|+|ρ(x)z(x)|+|z(x)|)C1M2+M2+2M4+M6. (2.53)

    Thus, the resulting inequalities imply the required result, and complete the proof of the proposition.

    The fundamental theorem used in proving the existence of the solution is Schauder's theorem. In order to make use of this theorem, it is sufficient to present the following lemmas.

    Lemma 2.2. Let h:[0,1]R be a continuous function. The unique solution u of the boundary value problem

    u=h(x), 0<x<1, (2.54)

    subject to the boundary conditions u(0)=u(1)=0 is given by

    u(x)=10ˆg(x,y)h(y)dy, (2.55)

    where

    ˆg(x,y)={x,  0xy1,y,  0yx1. (2.56)

    Proof. Integrating this equation twice, we obtain

    u(x)=x0[y1h(s)ds]dy+δ1x+δ2, (2.57)

    where δi, i=1,2 are constants of integration. Integrations by parts of the integral with respect to y in this equation gives

    u(x)=x1xh(y)dyx0yh(y)dy+δ1x+δ2. (2.58)

    We determine δ1=δ2=0 from u(0)=u(1)=0. It follows that

    u(x)=x1xh(y)dyx0yh(y)dy. (2.59)

    The proof is complete.

    Lemma 2.3. Let h1,h2:[0,1]R be continuous functions. The unique solution (u,v) of the following system

    {w=h1(x), 0<x<1,z=h2(x), 0<x<1, (2.60)

    subject to the integral boundary conditions

    {w(0)=10p(x)z(x)dx, w(1)=0,z(0)=10p(x)w(x)dx, z(1)=0, (2.61)

    is given by

    w(x)=10G1(x,y)h1(y)dy+10G2(x,y)h2(y)dy, z(x)=10G3(x,y)h2(y)dy+10G4(x,y)h1(y)dy, (2.62)

    where Gi(x;y), i=1,2,3,4 are the Green functions of this boundary value problem and given by

    G1(x,y)=ˆg(x,y)+11σ10p(x)dx10q(x)ˆg(x,y)dx, G2(x,y)=11σ10p(x)ˆg(x,y)dx, (2.63)

    and

    G3(x,y)=ˆg(x,y)+11σ10q(x)dx10p(x)ˆg(x,y)dx, G4(x,y)=11σ10q(x)ˆg(x,y)dx, (2.64)

    where σ=10p(x)dx10q(x)dx.

    Proof. Proceeding as in the previous proof of lemma, we obtain

    {w=10ˆg(x,y)h1(y)dy+δ1x+δ2, 0<x<1,z=10ˆg(x,y)h2(y)dy+δ3x+δ4, 0<x<1. (2.65)

    We determine δi, i=1,2,3,4 from the given boundary conditions, which imply that δ1=δ3=0, δ2=10p(x)z(x)dx, δ4=10q(x)w(x)dx. It follows that

    {w=10ˆg(x,y)h1(y)dy+10p(x)z(x)dx, 0<x<1,z=10ˆg(x,y)h2(y)dy+10q(x)w(x)dx, 0<x<1. (2.66)

    Solving this system for 10p(x)z(x)dx and 10q(x)w(x)dx, we obtain

    {10q(x)w(x)dx=11σ[10q(x)(10ˆg(x,y)h1(y)dy)dx+10q(x)dx10p(x)(10ˆg(x,y)h2(y)dy)dx],10p(x)z(x)dx=11σ[10p(x)(10ˆg(x,y)h2(y)dy)dx+10p(x)dx10q(x)(10ˆg(x,y)h1(y)dy)dx]. (2.67)

    A simple computation leads to

    {w(x)=10ˆg(x,y)h1(y)dy+11α[10q(x)(10ˆg(x,y)h1(y)dy)dx+10q(x)dx10p(x)(10ˆg(x,y)h2(y)dy)dx],z(x)=10ˆg(x,y)h2(y)dy+11α[10p(x)(10ˆg(x,y)h2(y)dy)dx+10p(x)dx10q(x)(10ˆg(x,y)h1(y)dy)dx], (2.68)

    which are what we had to prove. Thus, in view of these two lemmas and from (2.1), we obtain an equivalent integral system

    u=10ˆg(x,s)w(s)ds, (2.69)
    v=10ˆg(x,s)z(s)ds, (2.70)
    w=10G1(x,s)A(s)u(s)ds+λ10G1(x,s)f(s,u(s),v(s),w(s),z(s))ds10G2(x,s)B(s)v(s)ds+μ10G2(x,s)g(s,u(s),v(s),w(s),z(s))ds, (2.71)

    and

    z=10G3(x,s)B(s)v(s)ds+μ10G3(x,s)g(s,u(s),v(s),w(s),z(s))ds10G4(x,s)A(s)w(s)ds+λ10G4(x,s)f(s,u(s),v(s),w(s),z(s))ds. (2.72)

    Inserting (2.71) and (2.72) into (2.69) and (2.70), we obtain

    u=10ˆG1(x,t)A(t)u(t)dt+λ10ˆG1(x,t)f(t,u(t),v(t),w(t),z(t))dt10ˆG2(x,t)B(t)v(t)dt+μ10ˆG2(x,t)g(t,u(t),v(t),w(t),z(t))dt, (2.73)

    and

    v=10ˆG3(x,t)B(t)v(t)dt+μ10ˆG3(x,t)g(t,u(t),v(t),w(t),z(t))dt10ˆG4(x,t)A(t)w(t)dt+λ10ˆG4(x,t)f(t,u(t),v(t),w(t),z(t))dt, (2.74)

    respectively, where ˆGi(x,t)=10ˆg(x,s)Gi(s,t)ds, i=1,...,4.

    Consider the Banach space Yρ=C3ρ[0,1]C3[0,1] with norm u3,ρ, where ρ(x)=x(1x2), and define the operator T:XX by T(u,v)=(T1(u,v),T2(u,v)), where X=Yρ×Yρ with norm (u,v)3,ρ=∥u3,ρ+v3,ρ, and

    T1(u,v)=10ˆG1(x,t)A(t)u(t)dt+λ10ˆG1(x,t)f(t,u(t),v(t),w(t),z(t))dt10ˆG2(x,t)B(t)v(t)dt+μ10ˆG2(x,t)g(t,u(t),v(t),w(t),z(t))dt, (2.75)

    and

    T2(u,v)=10ˆG3(x,t)B(t)v(t)dt+μ10ˆG3(x,t)g(t,u(t),v(t),w(t),z(t))dt10ˆG4(x,t)A(t)w(t)dt+λ10ˆG4(x,t)f(t,u(t),v(t),w(t),z(t))dt. (2.76)

    Consider the closed and convex set

    S={(u,v)X: (u,v)3,ρ6(M+M)}. (2.77)

    Lemma 2.4. For any (u,v)S, T(u,v) is contained in S.

    Proof. Note first that the differentiability of ˆGi, i=1,...,4 allows differentiation under integral sign. From the definition of T(u,v), we have

    T1(u,v)=10ˆG1,x(x,t)A(t)u(t)dt+λ10ˆG1,x(x,t)f(t,u(t),v(t),w(t),z(t))dt10ˆG2,x(x,t)B(t)v(t)dt+μ10ˆG2,x(x,t)g(t,u(t),v(t),w(t),z(t))dt, (2.78)
    T1(u,v)=10ˆG1,xx(x,t)A(t)u(t)dt+λ10ˆG1,xx(x,t)f(t,u(t),v(t),w(t),z(t))dt10ˆG2,xx(x,t)B(t)v(t)dt+μ10ˆG2,xx(x,t)g(t,u(t),v(t),w(t),z(t))dt, (2.79)

    and

    T1(u,v)=10ˆG1,xxx(x,t)A(t)u(t)dt+λ10ˆG1,xxx(x,t)f(t,u(t),v(t),w(t),z(t))dt10ˆG2,xxx(x,t)B(t)v(t)dt+μ10ˆG2,xxx(x,t)g(t,u(t),v(t),w(t),z(t))dt. (2.80)

    Thus,

    |T1(u,v)|10|ˆG1(x,t)||A(t)||u(t)|dt+λ10|ˆG1(x,t)||f(t,u(t),v(t),w(t),z(t))|dt+10|ˆG2(x,t)||B(t)||v(t)|dt+μ10|ˆG2(x,t)||g(t,u(t),v(t),w(t),z(t))|dt. (2.81)

    Using |ˆg(x,s)|1, |ˆG1(s,t)|11σ, σ=10p(x)dx10q(x)dx, |ˆG2(s,t)|11σ, |ˆG3(s,t)|11σ10p(x)dx, |ˆG4(s,t)|11σ10q(x)dx, |A(t)|A1, |B(t)|B1 and the growth conditions on f and g with the above estimates of u,v,w,z, (Proposition 2.1) and with sufficiently small values of λ and μ, thus there exist constants Di>0,i=1,2,3,4 such that

    max0x1|T1(u,v)|D1=max(A11σ, B11σ)(M+M). (2.82)

    Since A1<αC1, B1<βC1, α1σC1 and β1σC1, we have

    max0x1|T1(u,v)|M+M. (2.83)

    Proceeding in this way for T1(u,v), T1(u,v) and T1(u,v), we obtain

    max0x1T1(u,v)∣≤D2M+M, max0x1ρ(x)T1(u,v)∣≤D3M+M, max0x1T1(u,v)∣≤D4M+M. (2.84)

    Thus

    T1(u,v)3,ρ3(M+M). (2.85)

    A similar argument of the above gives

    T2(u,v)3,ρ3(M+M). (2.86)

    It follows that T(u,v)3,ρ6(M+M). Taking into account the continuity of f(x,u,v,u,v), g(x,u,v,u,v), u,v,u and v, it follows that T(u,v) is continuous. This shows that T(u,v) is also contained in S.

    To prove that T(u,v) is compact we use the Arzela-Ascoli Lemma, that is; T(S) must be closed, bounded and equicontinuous. In order to prove that T(S) is equicontinuous, it is sufficient to prove that if ϵ>0 there exists δ>0 such that for all x[0,1] the inequality

    |T(u(x),v(x))T(u(y),v(y))|ϵ, (2.87)

    is satisfied for any x and y in the interval [0,1] with xy∣<δ. Indeed, by the definition of T1(u,v), there exists a constant K1>0 such that

    |T1(u(x),v(x))T1(u(y),v(y))||xyˆG1(x,t)A(t)u(t)dt+λxyˆG1(x,t)f(t,u(t),v(t),w(t),z(t))dt|+|xyˆG2(x,t)B(t)v(t)dt+μxyˆG2(x,t)g(t,u(t),v(t),w(t),z(t))dt|K1|xy|. (2.88)

    Similarly, for T2(u(x),v(x)), we have

    |T2(u(x),v(x))T2(u(y),v(y))|K2|xy|  for any  x,y[0,1], (2.89)

    which proves the equicontinuous of T(u,v).

    Consequently, T(u,v) has a fixed point by the Schauder's fixed point theorem.

    Thus, we have the following theorem

    Theorem 2.5. Under the hypothesis of Proposition 1, there exists a continuous solution (u,v) in C3ρ[0,1]×C3ρ[0,1] which satisfies system (1.6) with the boundary conditions (1.5).

    The authors would like to acknowledge the support of Prince Sultan University, Saudi Arabia for paying the Article Processing Charges (APC) of this publication. The authors would like to thank Prince Sultan University for their support.

    The authors would also like to thank the reviewers for their valuable comments.

    The authors declare no conflict of interest.



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