Research article

On the fourth-order nonlinear beam equation of a small deflection with nonlocal conditions

  • Received: 02 May 2021 Accepted: 23 June 2021 Published: 01 July 2021
  • MSC : 34B15, 34B18

  • The purpose of this paper is to establish an existence and uniqueness theorem for the nonlocal fourth-order nonlinear beam differential equations with a parameter

    u(4)+A(x)u=λf(x, u, u), 0<x<1

    subject to the integral boundary conditions:

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

    where AC[0,1], λ>0 is a parameter and p,qL1[0,1].

    Citation: Ammar Khanfer, Lazhar Bougoffa. On the fourth-order nonlinear beam equation of a small deflection with nonlocal conditions[J]. AIMS Mathematics, 2021, 6(9): 9899-9910. doi: 10.3934/math.2021575

    Related Papers:

    [1] Mona Alsulami . Existence theory for a third-order ordinary differential equation with non-separated multi-point and nonlocal Stieltjes boundary conditions. AIMS Mathematics, 2023, 8(6): 13572-13592. doi: 10.3934/math.2023689
    [2] Haixia Lu, Li Sun . Positive solutions to a semipositone superlinear elastic beam equation. AIMS Mathematics, 2021, 6(5): 4227-4237. doi: 10.3934/math.2021250
    [3] Ahmed Alsaedi, Bashir Ahmad, Afrah Assolami, Sotiris K. Ntouyas . On a nonlinear coupled system of differential equations involving Hilfer fractional derivative and Riemann-Liouville mixed operators with nonlocal integro-multi-point boundary conditions. AIMS Mathematics, 2022, 7(7): 12718-12741. doi: 10.3934/math.2022704
    [4] Min Jiang, Rengang Huang . Existence of solutions for $q$-fractional differential equations with nonlocal Erdélyi-Kober $q$-fractional integral condition. AIMS Mathematics, 2020, 5(6): 6537-6551. doi: 10.3934/math.2020421
    [5] Ayub Samadi, Chaiyod Kamthorncharoen, Sotiris K. Ntouyas, Jessada Tariboon . Mixed Erdélyi-Kober and Caputo fractional differential equations with nonlocal non-separated boundary conditions. AIMS Mathematics, 2024, 9(11): 32904-32920. doi: 10.3934/math.20241574
    [6] Weerawat Sudsutad, Chatthai Thaiprayoon, Sotiris K. Ntouyas . Existence and stability results for $ \psi $-Hilfer fractional integro-differential equation with mixed nonlocal boundary conditions. AIMS Mathematics, 2021, 6(4): 4119-4141. doi: 10.3934/math.2021244
    [7] Bounmy Khaminsou, Weerawat Sudsutad, Jutarat Kongson, Somsiri Nontasawatsri, Adirek Vajrapatkul, Chatthai Thaiprayoon . Investigation of Caputo proportional fractional integro-differential equation with mixed nonlocal conditions with respect to another function. AIMS Mathematics, 2022, 7(6): 9549-9576. doi: 10.3934/math.2022531
    [8] Weerawat Sudsutad, Sotiris K. Ntouyas, Chatthai Thaiprayoon . Nonlocal coupled system for $ \psi $-Hilfer fractional order Langevin equations. AIMS Mathematics, 2021, 6(9): 9731-9756. doi: 10.3934/math.2021566
    [9] Kishor D. Kucche, Sagar T. Sutar, Kottakkaran Sooppy Nisar . Analysis of nonlinear implicit fractional differential equations with the Atangana-Baleanu derivative via measure of non-compactness. AIMS Mathematics, 2024, 9(10): 27058-27079. doi: 10.3934/math.20241316
    [10] Sadam Hussain, Muhammad Sarwar, Kottakkaran Sooppy Nisar, Kamal Shah . Controllability of fractional differential evolution equation of order $ \gamma \in (1, 2) $ with nonlocal conditions. AIMS Mathematics, 2023, 8(6): 14188-14206. doi: 10.3934/math.2023726
  • The purpose of this paper is to establish an existence and uniqueness theorem for the nonlocal fourth-order nonlinear beam differential equations with a parameter

    u(4)+A(x)u=λf(x, u, u), 0<x<1

    subject to the integral boundary conditions:

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

    where AC[0,1], λ>0 is a parameter and p,qL1[0,1].



    Fourth-order boundary value problems have important applications in physics and mechanical engineering because they describe deflection (deformation) or bending of elastic beams. The state of the deflection of an elastic beam is modeled by the Euler-Bernoulli equation

    u(4)=λf(x,u,u). (1.1)

    This equation is widely used in mechanics and it is called the beam equation. Here; u represents the deflection of the beam, u is the bending moment stiffness, u(4) is the load density stiffness, f is the force per unit length, which represents the distributed load, and λ is a parameter that represents the reciprocal of the flexural rigidity which measures the resistance to bend (see [1], page 199 for further details regarding the mechanics of the beam equation).

    In [2], the author considered the linear fourth-order differential equation

    u(4)+q(x)u=f(x) (1.2)

    subject to

    u(0)=a, u(1)=b, u(0)=c, u(1)=d, (1.3)

    where q and f are continuous functions on [0,1], and established a sufficient condition sup0x1|q(x)|<π4 to guarantee a unique solution for this problem. In [3], the author investigated (1.1) under the condition that f is continuous and bounded on [0,1]×R×R, and subject to (1.3) as well as other types of boundary conditions, and established results on the existence and uniqueness theorems under suitable conditions. In [4] the author considered the same problem of [3] under more general conditions on f, and established the existence of the solution of the equation subject to (1.3) under the condition that f is continuous on [0,1]×R×R, and replacing the boundedness condition with the growth condition

    |f(x,u,v)|a|u|+b|v|+c (1.4)

    for some positive constants a,b,c such that a+bπ2<π4. Since then, the problem of investigating existence of solutions of the equation received considerable attention from researchers in the last two decades (see [5,6,7,8,9,10,11,12,13] and references therein). The authors in [9,11,13,14,15] considered the equation under integral boundary conditions.

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

    u(4)+A(x)u=λf(x,u,u),0<x<1 (1.5)

    subject to the integral boundary conditions

    u(0)=u(1)=10p(x)u(x)dx,u(0)=u(1)=10q(x)u(x)dx, (1.6)

    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), (1.7)

    where a,b,c are positive continuous functions on [0,1].

    The problem (1.5)-(1.6) generalizes the preceding problems in the following sense:

    1. If A=0 then (1.5) reduces to (1.1).

    2. If p=q=0 then (1.6) reduces to (1.3).

    3. If a,b,c are constants then (1.7) reduces to (1.4).

    We are particularly interested in the case of small deflection. Deflections are small as long as they are below the elastic limit, and in this case the deflection curve might be almost flat, so the bending won't be noticed by eye. When the deflection is small, Hook's law is applicable, and this will give Euler-Bernoulli Equation. Here, shear distortion and effects of rotatory inertia are negligible due to the absence of the axial forces. If the axial force exists and becomes a function of transverse displacement, large deflection occurs and we need to seek help from nonlinear beam theory. It should be noted that most of the beams used in industry and constructions (Towers, bridges, aircrafts, ...) possess enery small deflections, since large deflections can cause cracks in the beams, and this may eventually lead to catastrophic damages. For more details about the beam theory we refer the reader to ([16], pp 758–760). Small deflections usually occur when either the loaded force f is small (so a,b,c are small), or the material of the beam has high flexural rigidity which implies that λ is small.

    We propose the following hypothesis

    sup0x1A(x)=A1<16αβ, 110p2(x)dx=α>0, 110q2(x)dx=β>0, λ<16αβA15d, (1.8)

    where d=max{a,b}. Note that if A1=0 then λ<16αβ5d. This seems natural and reflects the fact that small amount of force and large amount of force loaded on a beam of high flexural rigidity will always produce small deflections.

    The Pr.(1.5)-(1.6) can be converted into the following system:

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

    Thus, we shall prove the following statement

    Proposition 2.1. If (1.7) and (1.8) hold, then there exists a constant M>0 such that for any x[0,1] and any solution u to Pr.(1.5)-(1.6), we have

    uρ,0+uρ,1M, (2.2)

    where uρ,0=max0x1ρ(x)u(x), uρ,1=∥uρ,0 and ρ(x)=x(1x), x[0,1].

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

    210u2(x)dx+210ρ(x)u2(x)dx=[u2(1)+u2(0)]210ρ(x)u(x)v(x)dx. (2.3)

    Taking into account u(0)=u(1)=10p(x)u(x)dx, we have

    10u2(x)dx+10ρ(x)(u(x))2dx=[10p(x)u(x)dx]210ρ(x)u(x)v(x)dx. (2.4)

    The integrals 10p(x)u(x)dx and 10ρ(x)u(x)v(x)dx can be estimated by means of the Cauchy-Schwarz inequality

    [10p(x)u(x)dx]2(10p2(x)dx)(10u2(x)dx) (2.5)

    and

    10ρ(x)u(x)v(x)dx(10ρ(x)u2(x)dx)12(10ρ(x)v2(x)dx)12. (2.6)

    Since sup0x1ρ(x)=14, we have

    10ρ(x)u(x)v(x)dx14(10u2(x)dx)12(10v2(x)dx)12. (2.7)

    Thus

    (110p2(x)dx)10u2(x)dx+10ρ(x)u2(x)dx14(10u2(x)dx)12(10v2(x)dx)12. (2.8)

    Hence

    10u2(x)dx+10ρ(x)u2(x)dx14α(10u2(x)dx)12(10v2(x)dx)12. (2.9)

    Since

    10u2(x)dx10u2(x)dx+10ρ(x)u2(x)dx. (2.10)

    Thus

    (10u2(x)dx)1214α(10v2(x)dx)12. (2.11)

    It follows that

    10u2(x)dx+10ρ(x)u2(x)dxC110v2(x)dx, (2.12)

    where C1=116α2 and α=110p2(x)dx.

    Proceeding as before, multiplying both sides of the second 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 v(0)=v(1)=10q(x)v(x)dx, we obtain

    10v2(x)dx+10ρ(x)(v(x))2dx=[10q(x)v(x)dx]2+10A(x)ρ(x)u(x)v(x)dxλ10f(x,u,v)ρ(x)v(x)dx. (2.13)

    Note that

    10A(x)ρ(x)u(x)v(x)dx∣≤A14(10u2(x)dx)12(10v2(x)dx)12 (2.14)

    and

    [10q(x)v(x)dx]2(10q2(x)dx)(10v2(x)dx). (2.15)

    Applying (1.7) to f(x, u, v) by assuming that a(x)a, b(x)b, c(x)c, x[0,1] with a,b,c>0, to obtain

    10f(x,u,v)ρ(x)v(x)dx∣≤a410u(x)v(x)dx+b410v2(x)dx+1410c(x)v(x)dx. (2.16)

    The integral 10c(x)v(x)dx can be estimated by means of the ϵinequality

    10c(x)v(x)dx12ϵc2+ϵ210v2(x)dx, ϵ>0. (2.17)

    Thus

    10f(x,u,v)ρ(x)v(x)dx∣≤a4(10u2(x)dx)12(10v2(x)dx)12+b410v2(x)dx+(c28ϵ+ϵ810v2(x)dx), ϵ>0. (2.18)

    Since

    10u2(x)dx10u2(x)dx+10ρ(x)u2(x)dxC110v2(x)dx. (2.19)

    Substituting (2.19) into (2.14) and (2.18), we obtain

    10A(x)ρ(x)u(x)v(x)dx∣≤A14C110v2(x)dx (2.20)

    and

    10f(x,u,v)ρ(x)v(x)dx∣≤[a4C1+b4+ϵ8]10v2(x)dx+c28ϵ, ϵ>0. (2.21)

    Now using (2.15), (2.20) and (2.21), we obtain

    [1(10q2(x)dx+(A14+λa4)C1+λb4+λϵ8)]10v2(x)dx+10ρ(x)v2(x)dxλc28ϵ. (2.22)

    Let

    γ=1(10q2(x)dx+(A14+λa4)C1+λb4+λϵ8). (2.23)

    Writing C1=14α and using the fact that α<1 and β=110q2(x)dx, we see that

    (A14+λa4)14α+λb4=116α[A1+λa+4λαb]<116α[A1+5λd]<110q2(x)dx.

    This implies that 1(10q2(x)dx+(A14+λa4)C1+λb4)>0.

    Now, we can choose ϵ small such that γ>0. It follows that

    10q2(x)dx+(A14+λa4)C1+λb4+λϵ8<1. (2.24)

    Hence

    10v2(x)dx+10ρ(x)v2(x)dxM1, (2.25)

    where M1=λc28ϵγ. Combining (2.25) with (2.12), we have

    10u2(x)dx+10ρ(x)u2(x)dxM2, (2.26)

    where M2=C1M1.

    On the other hand, we have

    ρ(x)u(x)=x0(ρ(x)u(x))dx+ρ(0)u(0)=x0(ρ(x)u(x))dx. (2.27)

    Thus

    ρ(x)u(x)∣≤10(ρ(x)u(x))dx=10[ρ(x)u(x)+ρ(x)u(x)]dx. (2.28)

    Using sup0x1ρ(x)∣=1, applying Hölder's inequality and using ρ2(x)ρ(x), x[0,1], we obtain

    ρ(x)u(x)∣≤[10(u(x)+ρ(x)u(x))2]12dx2[10(u2(x)+(ρ(x)u(x))2)dx]122M2. (2.29)

    Similarly,

    ρ(x)v(x)∣≤2[10(v2(x)+ρ(x)v2(x))dx]122M1. (2.30)

    These two 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. [17] Let g:[0,1]R be a continuous function. If 110p2(x)dx=α>0, then the unique solution u of the following boundary value problem

    u=g(x) (2.31)

    subject to the nonlocal boundary conditions u(0)=u(1)=10p(x)u(x)dx is given by

    u(x)=10G1(x,y)g(y)dy, (2.32)

    where G1(x;y) is the Green function of this BVP and given by (Eqs.(7)-(10) see [17]).

    Thus from (2.1), we obtain an equivalent integral system

    {u=10G1(x,s)v(s)ds, x[0,1],v=10G1(x,s)A(s)u(s)ds+λ10G1(x,s)f(s,u(s),v(s))ds, x[0,1]. (2.33)

    Define the Banach space

    Yρ={uC2[0,1]: u(0)=u(1)=10p(x)u(x)dx,u(0)=u(1)=10q(x)u(x)dx} (2.34)

    with norm uρ,2=∥uρ,0+uρ,1, where uρ,1=∥uρ,0. Also, define the operator T:XX by T(u,v)=(T1(u,v),T2(u,v)), where X=Yρ×Yρ with norm (u,v)ρ,2=∥uρ,0+vρ,0 and

    T1(u,v)=10G1(x,s)v(s)ds (2.35)

    and

    T2(u,v)=10G1(x,s)A(s)u(s)ds+λ10G1(x,s)f(s,u(s),v(s))ds. (2.36)

    Consider the closed and convex set

    S={(u,v)X: (u,v)ρ,2M}. (2.37)

    Lemma 2.3. For any (u,v)S, T(u,v) is contained in S.

    Proof. From the definition of T(u,v) we have

    ρ(x)T1(u,v)∣≤ρ(x)10G1(x,s)∣∣v(s)ds1410G1(x,s)∣∣v(s)ds, (2.38)

    Thus

    ρ(x)T1(u,v)∣≤14(10G1(x,s)2)12(10v(s)2)12. (2.39)

    Assume that sup0x1G1(x,s)∣≤L and from (2.25), in particular, we have 10v2(x)dxM1, thus

    ρ(x)T1(u,v)∣≤14LM121=M1. (2.40)

    Similarly

    ρ(x)T2(u,v)∣≤ρ(x)10G1(x,s)∣∣A(s)∣∣u(s)ds+λρ(x)10G1(x,s)∣∣f(s,u(s),v(s))ds. (2.41)

    Thus

    ρ(x)T2(u,v)∣≤116αLA1M122+3Lλ4(a2M2+b2M1+c2)12=M2. (2.42)

    It follows that T(u,v)ρ,2M, where M=M1+M2. On account of the continuity of f(x,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 the inequality

    T(u,v)∣≤Kxy (2.43)

    is satisfied for any x and y in the interval [0,1]. It follows by the definition of T(u,v) that

    T1(u(x),v(x))T1(u(y),v(y))∣≤∣xyG1(x,s)v(s)ds∣≤LM121xy∣=4M1xy. (2.44)

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

    T2(u(x),v(x))T2(u(y),v(y))∣≤4M2xy forany x,y[0,1], (2.45)

    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

    Theorem 2.4. Under the hypothesis of Proposition 2.1, there exists a continuous solution (u,v) which satisfies system (2.1).

    A uniqueness theorem can also be obtained if we assume that f(x, u, u) satisfies a Lipschitz condition in u and u with constants ki>0, i=0,1 such that

    10q2(x)dx+(A1C14+λk0C14)+λk14<1 (2.46)

    and

    f(x,u,u)f(x,v,v)∣≤k0uv+k1uv. (2.47)

    Thus, we have

    Theorem 2.5. If f is Lipschitz in u and u, where the constants ki>0, i=0,1 satisfy (2.46) and if (1.7) and (1.8) hold, then the system (2.1) has a unique solution (u, v).

    Proof. Suppose there are two solutions u and v such that uv. Then from Pr.(1.5)-(1.6), we have

    w(4)+A(x)w=λ[f(x, u, u)f(x, v, v)], 0<x<1, (2.48)

    subject to

    w(0)=w(1)=10p(x)w(x)dx, w(0)=w(1)=10q(x)w(x)dx, (2.49)

    where w=uv.

    Thus

    {w=z, w(0)=w(1)=10p(x)w(x)dx,z=A(x)w+λ[f(x, u, u)f(x, v, v)], z(0)=z(1)=10q(x)z(x)dx. (2.50)

    Proceeding as before, we obtain

    10w2(x)dx+10ρ(x)w2(x)dxC110z2(x)dx (2.51)

    and

    10z2(x)dx+10ρ(x)(z(x))2dx=[10q(x)z(x)dx]2+10A(x)ρ(x)w(x)z(x)dxλ10[f(x, u, u)f(x, v, v)]ρ(x)z(x)dx, (2.52)

    where

    10A(x)ρ(x)w(x)z(x)dx∣≤A14(10w2(x)dx)12(10z2(x)dx)12 (2.53)

    and

    [10q(x)z(x)dx]2(10q2(x)dx)(10z2(x)dx). (2.54)

    Applying the Lipschitz condition to f(x, u, u)f(x, v, v) to obtain

    10f(x, u, u)f(x, v, v)ρ(x)z(x)dx∣≤k0410w(x)z(x)dx+k1410z2(x)dx. (2.55)

    Combining these inequalities, we obtain

    γ110z2(x)dx+10ρ(x)z2(x)dx0, (2.56)

    where γ1=1(10q2(x)dx+(A1C14+λk0C14)+λk14)>0. This is a contradiction.

    This completes the proof.

    Example 1. Consider

    u(4)+π2xu=12r2(x)+u2+u2, 0<x<1 (2.57)

    under the boundary conditions (1.6) with p(x)=q(x)=12x2. Here r:[0,1]R is a continuous function. Let

    f(x, u, u)=r2(x)+u2+u2, λ=12. (2.58)

    It is clear that

    f(x, u, u)≤∣r(x)+u(x)+u(x). (2.59)

    So that a(x)=b(x)=1 and c(x)=r(x). However, λ=12<16αβA15d since sup0x1A(x)=A1=π2 and d=max{a,b}=1.

    Hence by Theorem 2.4, the solution exists.

    To prove the uniqueness, note that f(x, u, u) is Lipschitz:

    f(x, u, u)f(x, v, v)∣≤∣uv+uv. (2.60)

    Indeed,

    r2+u2+u2r2+v2+(v)2≤∣uvu+vr2+u2+u2+r2+v2+v2+uvu+vr2+u2+u2+r2+v2+v2≤∣uv+uv. (2.61)

    So k0=1 and k1=1. But the condition (2.46) implies that λ<16αβA11+4α. A simple substitution gives 16αβA11+4α0.95>12, this means that the condition (2.46) is satisfied. So by Theorem 2.5 the solution is unique.

    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 like to thank the reviewers for their valuable comments.

    The authors declare no conflict of interest.



    [1] D. G. Zill, M. R. Cullen, Differential Equations with Boundary-value Problems, 2 Eds., Brooks, Cole, 2008.
    [2] R. A. Usmani, A uniqueness theorem for a boundary value problem, Proc. Amer. Math. Soc., 77 (1979), 329–335. doi: 10.1090/S0002-9939-1979-0545591-4
    [3] A. R. Aftabizadeh, Existence and uniqueness theorems for fourth-order boundary value problems, J. Math. Anal. Appl., 116 (1986), 415–426. doi: 10.1016/S0022-247X(86)80006-3
    [4] Y. S. Yang, Fourth-order two-point boundary value problems, Proc. Amer. Math. Soc., 104 (1988), 175–180. doi: 10.1090/S0002-9939-1988-0958062-3
    [5] Z. Bai, H. Wang, On positive solutions of some nonlinear fourth-order beam equations, J. Math. Anal. Appl., 270 (2002), 357–368. doi: 10.1016/S0022-247X(02)00071-9
    [6] R. Ma, Multiple positive solutions for a semipositone fourth-order boundary value problem, Hiroshima Math. J., 33 (2003), 217–227.
    [7] Q. Zhang, S. Chena, J. Lv, Upper and lower solution method for fourth-order four-pointboundary value problems, J. Comput. Appl. Math., 196 (2006), 387–393. doi: 10.1016/j.cam.2005.09.007
    [8] Z. Wei, C. Pang, The method of lower and upper solutions for fourth order singular m-point boundary value problems, J. Math. Anal. Appl., 322 (2006), 675–692. doi: 10.1016/j.jmaa.2005.09.064
    [9] G. Infante, P. Pietramala, A cantilever equation with nonlinear boundary conditions, Electron. J. Qual. Theory Differ. Equ., 15 (2009), 1–14.
    [10] H. Ma, Symmetric positive solutions for nonlocal boundary value problems of fourth order, Nonlinear Anal., 68 (2008), 645– 651. doi: 10.1016/j.na.2006.11.026
    [11] X. Han, H. Gao, J. Xu, Existence of positive solutions for nonlocal fourth-order boundary value problem with variable parameter, Fixed Point Theory Appl., 2011 (2011), 1–11.
    [12] A. Cabada, S. Tersian, Multiplicity of solutions of a two point boundary value problem for a fourth-order equation, Appl. Math. Comput., 219 (2013), 5261–5267.
    [13] R. Jiang, C. Zhai, Positive solutions for a system of fourth-order differential equations with integral boundary conditions and two parameters, Nonlinear Anal-Model, 23 (2018), 401–422. doi: 10.15388/NA.2018.3.7
    [14] Z. Bai, Positive solutions of some nonlocal fourth-order boundary value problem, Appl. Math. Comput., 215 (2010), 4191–4197.
    [15] X. Lv, L. Wang, M. Pei, Monotone positive solution of a fourth-order BVP with integral boundary conditions, Bound. Value Probl., 2015 (2015), 172. doi: 10.1186/s13661-015-0441-2
    [16] J. M. Gere, B. J. Goodno, Mechanics of Materials, Cengage Learning, 8th edition SI, 2012.
    [17] L. Bougoffa, A. Khanfer, Existence and uniqueness theorems of second-order equations with integral boundary conditions, Bull. Korean Math. Soc., 55 (2018), 899–911.
  • This article has been cited by:

    1. Ammar Khanfer, Lazhar Bougoffa, Dr. Azhar Hussain, A Cantilever Beam Problem with Small Deflections and Perturbed Boundary Data, 2021, 2021, 2314-8888, 1, 10.1155/2021/9081623
    2. Urszula Ostaszewska, Ewa Schmeidel, Małgorzata Zdanowicz, Existence of Solutions to Nonlinear Fourth-Order Beam Equation, 2023, 22, 1575-5460, 10.1007/s12346-023-00789-w
    3. Youssri Hassan Youssri, Ahmed Gamal Atta, Ziad Yousef Abu Waar, Mohamed Orabi Moustafa, Petrov-Galerkin method for small deflections in fourth-order beam equations in civil engineering, 2024, 13, 2192-8029, 10.1515/nleng-2024-0022
    4. Ammar Khanfer, Lazhar Bougoffa, Nawal Alhelali, On the Sixth-Order Beam Equation of Small Deflection with Variable Parameters, 2025, 13, 2227-7390, 727, 10.3390/math13050727
    5. Şerife Faydaoğlu, Finite Difference Approach for Fourth-Order Impulsive Sturm-Liouville Boundary Value Problem, 2025, 18, 1307-9085, 1, 10.18185/erzifbed.1593935
  • Reader Comments
  • © 2021 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(3421) PDF downloads(181) Cited by(5)

Other Articles By Authors

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog