Abstract
This paper establishes an existence and uniqueness theorem for the nonlocal sixth-order nonlinear beam differential equations with four parameters of the form subject to the integral boundary conditions: and such that under some growth condition on f, and provided that an upper bound exists for the flexural rigidity to guarantee that no large deflections will occur.
MSC:
34B10; 34B15; 34B18
1. Introduction
Fourth- and sixth-order differential equations of the form
have wide applications in many physical and engineering problems. In elastic beam theory, the fourth-order equations model the deflection of sandwich beams, the sixth-order equations model circular ring beams [1,2,3,4], and they have connections with vibration problems in automotive industry [5]. The sixth-order BVPs also appear in astrophysics and hydrodynamics [6,7,8,9]. There have been several successful attempts to investigate the existence of positive solutions of the problem and finding them numerically [10,11,12,13,14,15,16,17,18,19]. In particular, the problem
has been investigated in [10,11,12,13,14] with , and in [15] with and C is a variable parameter. The authors in [20,21,22,23] investigated positive solutions of sixth-order boundary value problems with three variable coefficients. The authors in [20] investigated the solution using spectral theory of operators and fixed-point theorem in cones.
The present paper deals with the sixth-order spectral BVP
subject to the integral boundary conditions
where ,
and f is continuous on and satisfies a growth condition with variable parameters:
where and are positive continuous functions on So, let and on In the beam equation, the external source f refers to the distributed load, and researchers used to assume it is bounded on However, Y. Yang [24] assumed a growth condition on f, which is more general and provides flexibility and more efficiency in applications. Equation (1) is called a beam equation and is an Euler–Bernoulli Equation. Note here that Pr. (1)–(6) is a generalization of the problem investigated in [1] with and If , then the end points are simply supported, so we can perturb the end points by making the functions relatively small.
Pr. (1)–(6) models the deformation of an elastic beam, where u represents the deflection of the beam, and the reciprocal of the flexural rigidity which measures the resistance to bend.
In much the same way as in the fourth-degree case, we are interested in the case of small deflections, which means that Hook’s law is applicable, and this will give rise to the Euler–Bernoulli Equation (1). In construction engineering, it becomes increasingly important to consider beams with small deflections since large deflections can cause cracks in the beams. In automotive engineering, large deflections lead to vibrations that can cause noise and discomfort, and shorten the lifespan of the car, so reducing damping automotive vibrations is of utmost importance for car engineers. One of the technical solutions they offer is by enforcing an upper bound for the flexural rigidity to guarantee that only small deflections will occur. Thus, we propose the following natural assumption:
where
It is important to note that if (7) holds and assuming that then
which is the upper estimate of for the fourth-order beam equation (see [1]). It turns out the above estimate works well for both types of beams modeled by the fourth-order and sixth-order equations.
2. Existence Theorem
Proposition 1.
Proof.
Multiplying both sides of the second equation of (8) by and integrating the resulting equation from 0 to then using integration by parts gives
Given that we have
The Cauchy–Schwarz inequality can be used to estimate the integrals and
and
Since we have
It follows that
and so
But we also have
Thus,
and therefore
where and
Now, we multiply both sides of the first equation of (8) by , and then we repeat the same steps above, considering the nonlocal boundary conditions This gives
where and
Furthermore, multiplying both sides of the third equation of (8) by repeating the same steps, considering the nonlocal boundary conditions we obtain
Note that
and
Then
By means of the inequality, we estimate the integral to obtain
Thus
Since
we substitute (29) and (30) into (23) and (24)
Also, substituting (29) and (30) into (28)
From (25), (31)–(33), we obtain
Define
and let and Given the fact that and we have
which implies
We choose small enough to guarantee that It follows that
Hence,
where Now, we combine (38) with (19) to obtain
where
In a similar fashion, we use (20) to obtain
where
But, on the other hand we have
Hence,
Using employing Hölder’s inequality and using we obtain
Likewise,
and
The proof of the proposition follows now from these three inequalities.
□
Remark 1.
In Proposition 1, we can replace the weight function with any positive function that satisfies the following conditions: with and
Furthermore, if Then, in this case, we write for some and and so the value of δ becomes
Therefore, in order to obtain the desired result, we can write estimate (7) as
The Schauder’s fixed-point theorem plays a crucial role in proving the existence of the solution. To make use of this theorem, we need the following lemmas.
Lemma 1
([25]). Let and be continuous functions. If then the unique solution u of the problem
subject to the nonlocal boundary conditions is given by
where is the Green function of this BVP and is given explicitly in [25].
From (8) and this lemma, we therefore obtain an equivalent integral system:
where and such that and . Since are continuous on we let and L will be chosen such that
where K is given by
Now, let us define the following Banach space
with norm where , We also define the operator by
where with norm
such that
and
Consider now the closed convex set
Lemma 2.
For any is contained in
Proof.
From the definition of we have
Hence,
From (38) and (39), we have and Therefore,
Similarly,
Consequently,
Thus
Since (from (38)), we have
Therefore,
where
Using (50), we obtain
From (49), we have
Noting that is indeed the same constant of Proposition 1.
We therefore have By continuity of u and we see that is continuous. This proves that is also contained in □
Hence maps the closed, bounded and convex set into itself. A similar argument can be applied to where
and
where .
To prove that is compact, we use the Arzela–Ascoli lemma; that is, must be closed, bounded and equicontinuous.
In order to prove that is equicontinuous, take x and y in the interval then there exists between x and y such that
It follows by the definition of that
Hence,
where Let If we have
for all x and y in the interval satisfying
A similar argument can be applied to and we have
and
for all x and y in the interval satisfying This proves the equicontinuity of .
Therefore, has a fixed point by the Schauder’s fixed point theorem.
Theorem 1.
Under the hypothesis of Proposition 1, there exists a continuous solution which satisfies system (8).
3. A Uniqueness Theorem
A uniqueness theorem can also be obtained by assuming that satisfies a Lipschitz condition in and with constants that is
If we assume that
where
Then, we have
Theorem 2.
Proof.
Let u and v be two solutions of Pr. (1)–(4) such that . Assuming we have
subject to
and
Thus, we have
Proceeding as in Proposition 1, we obtain
where
and
Applying the Lipschitz condition to to obtain
Combining these inequalities, we obtain
where
This is a contradiction.
This completes the proof. □
4. Conclusions
The paper investigates the existence and uniqueness of the solution of sixth-order nonlinear beam differential equations with four parameters, subject to the conditions (2)–(7), where (2)–(4) give nonlocal boundary conditions rather than local, (6) implies the loaded force f satisfies a growth condition rather being bounded, and (7) implies that an upper estimate is imposed on the eigenvalues which refer to the reciprocal of the flexural rigidity that measures the resistance to bend. So, by imposing an upper bound on we maintain a small deflection to the beam. The study establishes the existence and uniqueness of deflection u as a solution to (1). This facilitates the idea of modeling the system in concrete applications and enables researchers to study the behavior of the system by studying the qualitative properties of the unique solution and look for situations to optimize the solution. Furthermore, as suggested by the equation and its conditions, keeping small can be guaranteed if either the loaded force f is small, or the material of the beam has high flexural rigidity, and this might be advantageous for the car and aircraft industries and construction engineering regarding safety standards since large deflections could cause large vibrations which could annoy drivers and passengers, or cause cracks in the beams which could be dangerous in construction engineering.
The objective of this research is to determine whether small deflections occur in the beams of the form of circular ring segment (which are modeled by the sixth-order beam equations). The result shows that the solution to the problem exists, which implies that small deflections continue to exist on the beam whether the edges of the beam (end points) are fixed, slightly relaxed, or slightly supported. This result should help the manufacturers to reduce noise and vibrations and thus improve their designs.
Finally, the study opens the doors to further mathematical research (e.g., finding an explicit form of the solution or approximating it using semi-analytic or numerical methods). Numerical solutions of sixth-order differential equations with local boundary conditions have been studied in the literature, see [12,13,14,26,27,28,29,30]. However, the nonlocal conditions requirement is new to the literature, and the results of this paper can indeed motivate researchers to investigate the numerical solution of Pr. (1)–(4), subject to (6) and (7). It is worth noting that the assumption of small deflections and having small values of the parameter suggests using the homotopy perturbation method since it works perfectly for nonlinear equations containing small parameters and can provide the solution in a rapid convergent series.
Author Contributions
Conceptualization, A.K., L.B. and N.A.; Methodology, A.K., L.B. and N.A.; Validation, A.K. and L.B.; Formal Analysis, A.K., L.B. and N.A. All authors have read and agreed to the published version of the manuscript.
Funding
This research received no external funding.
Data Availability Statement
The original contributions presented in the study are included in the article, further inquiries can be directed to the corresponding author.
Acknowledgments
The first author would like to acknowledge the support of Prince Sultan University for paying the Article Processing Charges (APC) of this publication. The author would like to thank Prince Sultan University for their support.
Conflicts of Interest
The authors declare no conflicts of interest.
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