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Application of the Least Squares Method in Axisymmetric Biharmonic Problems
An approach for solving of the axisymmetric biharmonic boundary value problems for semi-infinite cylindrical domain was developed in the paper. On the lateral surface of the domain homogeneous Neumann boundary conditions are prescribed. On the remaining part of the domain’s boundary four different biharmonic boundary pieces of data are considered. To solve the formulated biharmonic problems the method of least squares on the boundary combined with the method of homogeneous solutions was used. That enabled reducing the problems to infinite systems of linear algebraic equations which can be solved with the use of reduction method. Convergence of the solution obtained with developed approach was studied numerically on some characteristic examples. The developed approach can be used particularly to solve axisymmetric elasticity problems for cylindrical bodies, the heights of which are equal to or exceed their diameters, when on their lateral surface normal and tangential tractions are prescribed and on the cylinder’s end faces various types of boundary conditions in stresses in displacements or mixed ones are given.
Many practically important problems bring the biharmonic equation considering in 2D domains with Lipschitz-continuous boundary .
Here is Laplace differential operator: , where stands for the gradient operator in and the dot denotes scalar product. Function is considered as four-time differentiable one in .
The classical formulations of biharmonic problems distinguish the Dirichlet and Neumann boundary value problems. Two kinds of Dirichlet problems are usually considered for biharmonic equation (1). In the problem of the first and second kinds the biharmonic functions should be subordinated to boundary conditions (2) and (3) correspondingly :Here is the operator of normal derivative on , is the outward unit normal vector to , and and are given functions.
One can distinguish two kinds of biharmonic mixed problems [4, 5]. In the mixed problem of the first kind (1) is considered subject to boundary conditions which are weighted combinations of Dirichlet boundary conditions and Neumann boundary conditions (so-called Robin boundary condition). In another case Dirichlet data are prescribed on one part of the boundary and Neumann data are prescribed on the remainder.
Various methods are used for solving of the biharmonic problems. Among them are iterative methods , boundary integral method , method of finite differences , finite element method , and so forth.
Significant interest in biharmonic problems in rectangle arises in 2D theory of elasticity . In this connection we should refer to the so-called method of homogeneous solutions [11–14] used for these problems’ solving. An idea of the method consists in representing the solution as a series expansion in some complete system of biharmonic functions being solutions of a homogeneous biharmonic problem on infinite strip [11, 14]. These functions satisfy homogeneous Neumann-type boundary conditions on the strip’s sides. As such representation automatically satisfies (1) and homogeneous boundary conditions on two opposite sides of the rectangle, to find the solution it is necessary to determine the expansion coefficients by subordinating the solution to the boundary data prescribed on the other two opposite rectangle’s sides. To do that the least squares method was applied in . In such way the problem was reduced to a problem of nonconstrained optimization. The approach was applied to solve Neumann problem and some mixed biharmonic problems on rectangle.
The method of least squares on the boundary was also used in  to solve the first Dirichlet problem on rectangle. Here the solution of the biharmonic equation was presented as a linear combination of finite system of biharmonic polynomials.
In  an axisymmetric biharmonic problem for a finite cylindrical domain was considered. The solution was presented there as the Fourier-Bessel expansion. In  the method of fundamental solution was applied to solve axisymmetric Dirichlet biharmonic problem (1) and (2).
In this paper we consider the method of least squares on the boundary combined with the method of homogeneous solutions in application to axisymmetric biharmonic problems for a semi-infinite cylindrical domain.
2. Problem Formulation
Problems of elastic equilibrium in axisymmetric case can be reduced to axisymmetric biharmonic equation (1), where is axisymmetric Laplace operator in cylindrical coordinate ( and stand for radial and axial coordinates).
Biharmonic function in this case has the sense of Love stress function, through which displacement components and stress components can be expressed as where is Poisson ratio and stands for shear modulus.
We will consider four biharmonic problems for semi-infinite cylindrical domain with prescribed stresses and on its lateral surface :Here and are integrable functions which decay when tends to infinity.
Problems I to IV are distinguished by boundary conditions prescribed on the plane circular area .
Problem I. Consider the following:
Problem II. Consider the following:Problem III. Consider the following:Problem IV. Consider the following:where , , , and are given function.
With the use of relations (7) and (8) we can express the boundary conditions (9)–(13) in terms of function . We can see that problem I is of Neumann type. It is solvable only if the functions and satisfy the condition Problems III and IV should be classified as mixed ones.
To use the method of homogeneous solutions we reduce the problems to corresponding problems with homogeneous boundary conditions on . To do that we consider an auxiliary biharmonic problem for infinite cylindrical domain with boundary conditionswhere and are defined on the line integrable functions that satisfy conditions , , for , and both decay when . For instance, we can choose and asor as
Now the solutions of the biharmonic problems I to IV can be presented as , where is the solution of the biharmonic problems for domain on the lateral surface of which Neumann’s homogeneous conditions are prescribed:
So, biharmonic problems I to IV reduced to biharmonic problems (problems I′ to IV′) with homogeneous conditions (19) on the cylinder lateral surface and corresponding nonhomogeneous conditions (20)–(23) on the circular area . We will solve these problems using the method of homogeneous solution.
3. Systems of Homogeneous Solutions in Cylindrical Coordinates
We look for a solution of biharmonic equation (1) in the form
The general solution of (26) is Here , , , and stand for arbitrary constants, , and , are Bessel and Hankel functions of orders zero and one correspondingly.
To provide finiteness of solution (28) at the point we put , . Then, with accounting of the property of Bessel functions the radial function takes the form
Nontrivial solutions of system (31) exist under the condition
Transcendental equation (32) does not have any real roots except the doubly degenerate root . It does not have imaginary roots too. Hence complex roots should be considered. The set of roots of (32) contains four infinite sequences of complex roots :
Further we will use the sequences and , the members of which have positive real parts. That provides finiteness of solution (25) at infinity .
With this in view we obtain two infinite sequences and of radial functionsand two infinite sequences and homogeneous solutions
As the functions and are solutions of homogeneous boundary value problem (26) and (27) both sequences and form independent functional bases on the segment in complex domain. Their real and parts form independent functional bases on the same segment in real domain.
We will use the two sequences and of complex valued functions (36) to construct the real solutions for four biharmonic problems in (problems I′ to IV′) prescribed on boundary conditions given by formulas (20) to (23) correspondingly. On the remining part of homogeneous conditions (19) are prescribed for all problems.
As the sequences and are mutually complex-conjugated we present the solution in the formwhere , are indefinite complex constants.
4. A Variational Method
Hence, to solve any of problems I′ to IV′ we should find the infinite sequences and of complex numbers the members and of which transform the corresponding pair of functional equations (38) to (41) into identities. We solve the problem of determination of the sequences and in quadratic norm exploiting the least squares method. To do that we define the functional for each problem
That reduces the problems to corresponding problems of unconstrained optimization.
So, the problems are reduced to solving the infinite system of linear algebraic equations (48).
5. Numerical Experiments
We solved the problems with the use of the reduction method considering the finite system of dimension :
To evaluate the convergence of the solutions for problems I′ to IV′ depending on dimension of the reduced system we considered some characteristic examples, taking the functions of right-hand sides of boundary conditions (38)–(41) in the forms
The solution errors for problems I′ to IV′ were calculated due to values of the corresponding functional as
Plots in Figure 3 demonstrate how the errors decay with increasing (curves 1, 2, 3, and 4, resp.). As we can see convergence of the solutions depends on the type of boundary conditions and features of the prescribed boundary data. On the basis of conducted numerical experiments we can conclude that accuracy sufficient for practical goals can be achieved at .
In Figures 4–7 some results obtained by solving problems I′ and II′ are presented. Figure 4 displays the radial dependencies of dimensionless normal (curve 1) and tangential (curve 2) displacements on the surface for problem I′. Figure 5 shows the radial dependencies of dimensionless normal (curve 1) and tangential (curve 2) stresses on this surface for problem II′.
Here and are parameters defined as , , where is the cylinder radius.
Curves 1 and 2 in both figures correspond to the stress components calculated at constant radial coordinates and , respectively, whereas curves 3 and 4 correspond to the stress components calculated at the same radial coordinates and .
As we can see the solutions are quickly decayed with axial coordinate. So, developed approach can be applied to finite cylinders the heights of which equal two or more of their radii.
In this paper we proposed an approach for solving of the axisymmetric biharmonic boundary value problems for semi-infinite cylindrical domain, on the lateral surface of which homogeneous Neumann boundary conditions are prescribed. On the remining part of the domain’s boundary four different biharmonic boundary pieces of data are considered. The approach is based on presentation of the solution as a series expansion in two consequences of complex valued biharmonic functions, so-called homogeneous solutions, which obey the Neumann homogeneous boundary conditions on the lateral surface. Application of the method of least squares for subordinating the solution to nonhomogeneous boundary conditions prescribed on the part of the boundary reduces the problems to corresponding problems of nonconstrained optimization. These problems, in turn, were reduced to infinite systems of linear algebraic equations regarding the expansion coefficients. Solutions of the systems were obtained for various boundary data given on the part of the boundary with nonhomogeneous conditions exploiting the reduction method. Conducted numerical experiments confirm high convergence of the method: a sufficient accuracy is reached at equal to about 10.
The approach can be used to solve axisymmetric elasticity problems for cylindrical bodies, the heights of which are equal to or exceed their diameters, when on their lateral surface normal and tangential tractions are prescribed and on the cylinder’s end faces one of four possible boundary pieces of data is given: (1) normal and tangential tractions, (2) normal and tangential displacements, (3) normal traction and tangential displacement, and (4) normal displacement and tangential traction.
Similar approach can be developed for the case when on the cylinder’s lateral surface boundary conditions in displacements are given.
To expand the developed approach for a short cylindrical body, the height of which is less than its diameter, the interactions of strain-stressed states, caused by boundary data prescribed on the opposite end faces, should be accounted. To do that one can use four sequences , , , and of homogeneous solutions to construct the solution. Here , , , and are biharmonic functions corresponding transcendental equation (32) roots and .
The authors declare that they have no competing interests.
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