nextuppreviouscontents
Next:ReferencesUp:Part II Numerical Experiments Previous:2.3 Forcing Function

Conclusion

In this report, we have tried to use two different methods, Green's function and Fourier series, to solve the exact solutions for each experiments. It is no doubt that Green's function is a good method to find the exact solution for the differential problems with different input data. For the two-dimensional problems, we considered that the domain is a unit square, therefore, the exact solutions solving by Green's function are the same as the solutions obtained from the Fourier Series. On the other hand, we do not have any theoretical proof of the existence of the asymptotic error expansion for the problems with concentrated loading or jumped discontinuity, but we verified from the results of the numerical experiments that the expansions exist for all experiments those were discussed above. In the first Experiment (1.1), the numerical results completely agree with the theory in the survey paper [1], and the order of the convergence is tex2html_wrap_inline6777 , but the forcing function requires a high smoothness.

In the Experiment (1.2), the forcing function is a concentrated loading, we used the concept of the delta function to describe this loading which carried a high singularity. Nevertheless, we still obtained the same asymptotic error expansion as the first example for all nodal points, even at the singular point. Moreover, no matter where the concentrated loading acted, the numerical solutions are oscillating convergent and the rates of convergence are satisfactory at all nodal points.

In the Experiment (1.3), the forcing function is jumped discontinuous at x = 1/2, totally, we have tried three different possibilities of determination of the function value at the jumped discontinuous point. In the first two possibilities, that is, the selection of the function value at this point is 1 or -1. The results show that the numerical solutions are unstably converged and the rate of convergence is so slow at all nodal points except for x = 1/2. However, the numerical solutions converge regularly and the rate of convergence is quite satisfactory although the order is O(h). For the last possibility, we selected the function value at the jumped discontinuous point to be 0. At this point, the error of the numerical solutions is very small, even better than the extrapolated solutions whereas the result cannot show the pattern for the asymptotic error expansion. On the other hand, the numerical solutions at all other nodal points are convergent and we can obtain the same expansion as the first and the second experiments, that is tex2html_wrap_inline6777 . Therefore, we can conclude that selecting zero to be the function value at the jumped discontinuous point is reasonable and the best.

In the next two experiments in one-dimensional problems, we have tried to make the input data more general in order to verify the existence of the asymptotic error expansion for any kinds of input data. Therefore, we randomly selected polynomials and trigonometric functions as the external forcing functions. In the Experiment (1.4), we choose two different polynomials, and in the Experiment (1.5), we assigned a linear polynomial in one subinterval and a trigonometric function in the other subinterval. Moreover, we extended the idea from the previous experiment, we took the function value at the jumped discontinuous point to be the average of the function values of the neighbouring nodal points. However, the numerical solutions are convergent and the rate of the convergence is tex2html_wrap_inline6777 , that is the same as the Experiment (1.3).

In the last section, we have tried the concentrated loading and jumped discontinuous forcing function in two-dimensional problems, although the numerical results are not so clear as the one-dimensional problems, we can still observe the patterns. In the Experiment (2.1), the external forcing function is a concentrated loading, we used a two dimensional delta function to represent the loading. Since the domain is a unit square, we used Fourier sine series to find the exact solution and finite difference method for computing the approximated solutions. The numerical solutions are convergent and the rate of convergence is quite good, that is tex2html_wrap_inline6777 , the result is the same as the one-dimensional problems.

In the Experiment (2.2), we divided the domain to four small equal squares and applying a non-zero constant function on two small squares diagonally. We also applied Fourier series and finite difference method to find the exact solution and the numerical solutions respectively. If we assigned zero to be the function value at the junctions of the small squares when we were finding the numerical solutions, we discovered that the solutions are still convergent but the order is O(h). If we extended the idea of Experiment (1.3), taking the function value at the junctions to be the average of the function values of the neighbouring nodal points, the numerical results show that the solutions are convergent and the order is tex2html_wrap_inline6777 which is better than the previous results. Once again, taking the average at the junctions will be the best choice when finding the numerical solutions by the finite difference method.

For the last experiment (2.3) in this section, we also make the input data more general in order to verify the existence of the asymptotic error expansion for any kinds of input data . We also selected two different two-variable polynomials as the external forcing function. It is obvious that the results completely followed the results in the Experiment (2.2).

As a summary, although the solutions of the problems with concentrated loading have a strong singularity, we verified that the solutions are convergent and the existence of the asymptotic error expansion which makes use of the Richardson extrapolation in accelerating the convergence.


nextuppreviouscontents
Next:ReferencesUp:Part II Numerical Experiments Previous:2.3 Forcing Function
Cheung Sau Hung

Wed Sep 15 10:03:39 HKT 1999