|
Aerospaziale Biomedica Geotecnica Idraulica Materiali Meccanica Navale
Nucleare Sismica Trasporti Vento |
||||||||||||||||||||||||||||||
|
Home Articoli Ricerca
Rubriche
Collaborazione Business
Chi siamo Contatti ·
·
Nuovo Metodo di Integrazione Numerica dell'Ing. Lamberto
Bertoli ·
· ADVANCED QUADRATURE
RULES FOR FINITE ELEMENTS · · INTRODUCTION · OUTLINE OF THE PROBLEM · ANALYTICAL DEVELOPEMENTS · CONCLUSIONS · ·
· · · · I fondamenti scientifici del metodo proposto dall’Ing. Lamberto
Bertoli, i cui contenuti fondamentali sono discussi in questo articolo, sono
stati presentati dai docenti Carmelo Majorana, Stefano Odorizzi e Renato Vitaliani
dell’Università di Padova al “Fourth seminar about method and variational
methods” tenutosi a Plzen (Praga) tra il 12 e il 15 maggio 1981. Successivamente la trattazione fu pubblicata in versione ridotta sulla
rivista “Advanced in Engineering Software” (C. Majorana, S. Odorizzi, R.
Vitaliani, “Shortened quadrature rules for finite elements”, Advanced
in Engineering Software, 1982, Vol. 4, N.2) e, come selected paper, nel
volume “Software in Engineering Problems”. Le soluzioni del problema dell’integrazione numerica, a partire dai casi
più semplici, oggetto della tesi di laurea, fino ai più sofisticati, che sono
stati affrontati nelle ricerche degli ultimi anni, sono state pubblicate dall’Ing.
Bertoli nel testo: “Quadratura diretta
degli integrali multipli”, 2006, Ed. Libreria Internazionale Cortina, Padova. In 1982 a new
method for the quadrature of complete polynomials of 2, 3 and 4 dimensions
was published in the paper: “Advances in Engineering Software”. This method
permit a 25 % reduction of time in confront of Gauss-Legendre’s one and a par
precision two variables, a 50 % for three variables, and 77 % for four
variables adaptables to the resolution of dynamic problems. The complexity of
the calculation due to the bad conditioning of the nonlinear systems which
govern the new numerical integration limited the study of the problem of the
complete polynomials up the seventh degree. Here in the same procedure to
obtain a numerical reduction of double integrals formed by polynomials of the
nineth and the eleventh degree is presented. This method, unlike the one
presented by Gauss, deals directly with the solution of the multi variable
integration allowing us to obtain the solution with a significant saving of
time of calculation in comparison with other procedures, thanks to the
reduction of the number of sampling points. Moreover, the
availability of an alternative algorithm allows us to control those solutions
obtained by other procedures and surpass possible singularities due to the
transformations operated inside the elements. The case of the reduction of
the interpoling polynomial of the nineth degree was solved using inside the
normalized element, while when treating the eleventh level the solution
includes 4 external points. This circumstance does not limit the
applicability of finite elements to the method because, on the contrary, it
garantees a major continuity among these interpoling functions which operate
within contigous elements. This paper also
contains the tables which give you the normalized coordinates and weighting
factors of the sampling points on the quadrature orders. INTRODUCTION A lot of
formulations in the method of the finite elements require the calculation of
multiple integrals. Such operations noticeably fall on the complete time of
computing and are generally conducted through numerical schemes. A first procedure
consists in an aprioristic selection of a given number of sampling points
which is determined by the grade fixed by the interpoling polynomial. The
unknown of the problem are therefore only represented by the weighting
coefficients of every point. More frequently, both the weighting and the
sampling point coefficients are treated as unknown, so to reduce the number
of points necessary to solve the problem. While the Newton Cotes scheme
belongs to the first category, the Gauss scheme belongs to the second. The
unknown factors of the sampling points are worked out by means of orthogonal
functions, like for example the Legendre polynomials, the Hermite ones, the
Laguerre ones or the Chebyshev ones. The Gauss has been formulated to obtain
numerically simple integrals and it has been extended to the multiple
integrals thus increasing exponentially the number of sampling points. The indirect
procedure, if applicable to a number of coordinates includes the control of
the integration, and does not however make its approach as quicq when the
variables are multiple, and for this reason an alternative scheme is given
for the case when there are two variables. This procedure belongs to the
class of problems where the position of the points and the weighting factors
are considered as the unknown of the problem. Therefore it is a method
similar to the Gauss one, of which its essential aspects are presented, even
though it is more specific because it directly deals with the study of the bi
variable polynomial functions. Even this method allows the elimination of odd
grade functions, thanks to the symmetry of the position of the points with
regard to the couple of Cartesian axis. They are not therefore considered in
this paper, because their contribution is anyhow of no value for the
calculation of the integral, as their effect consist uniquely in giving a
mayor grade of freedom to the value of the polynomial functions which, in
this case, are able to express in each point of the element a value of the
integrand function which is completely independent of that of any point. OUTLINE OF THE PROBLEM Taken a continuous
function defined in an n-dimensional space, its integral in a multi interval
(-1,1) can be numerically obtained as:
where the
coordinates and the weighting coefficients have to meet a sufficient degree
of precision to satisfy the relation:
with : (p + q + … + r ) = (0, 1,…,m-1) As to the field of
problems regarded herein, E is equal to zero, as the integrand function is
supposed in the form of polynomials, whose maximum degree is equal to (m-1).
The relation (1), in explicit terms, given rise to a non linear system of
equations, the relative solution of which can also not be unique. In fact the
uniqueness of the solution depends on a number of adeguate conditions which
can be fixed on the coordinates of the points and also on their weighting
coefficient. The Gauss Legendre method makes use of conditions which consider
the positions of the points and thus proceding the roots of the Legendre
polynomials are yelded. The Gauss method
reduces the number of integration points fixing that any polynomial of degree
(m-1) passing through the integration points has zero integral. The terms of
odd degree are eliminated giving a symmetrical position to the points x,
which regard to the origin of the axis, and also an equal weighting
coefficient, this because the numerical integral of any arithmetical function
is made zero. This way the Gauss method reduces the number of integration
points per polynomial function which regards only one unknown x, giving the
roots of linear combinations of orthogonal polynomials of the known families. The aim of the
present paper is to generalize the basic principles of the Gauss method for
functions of more variables, obtaining an appraisable reduction in the number
of sampling points compared to the one offered by the direct application of the
same method on more unknown. ANALYTICAL
DEVELOPEMENTS DOUBLE INTEGRATION WITH m = 9 The case of the
problem of the integration of a function on (x, y) of m = 9 degree is treated.
It can be observed that these polynomials accord with the functions derived
from finite elements of the serendipity type. Integration scheme
with 21 points A complete
polynomial of the nineth degree on (x, y), once eliminated the odd terms leads
to:
The sampling points
and their weighting coefficients have to be chosen in order to satisfy the
relation:
As each
polynomial function is made up of the sum of the various terms, the integral of
the function corresponds to the sum of the integrals of the term wich form
it. Consequently, to find a solution to the problem, it is necessary to fix
the points so that each of its components is able to satisfy, when considered
separate from the others, one single equation indipendant from the ones
obtained by other terms. Disposing symmetrically the points with regard to
the bisecting lines of the coordinates planes, the number of solving
equations is further reduced because the terms xp yq
are completely equivalent to the terms xq yp as the
contribution offered by the couple of symmetrical points with regard to the
bisector is the same in both cases. Arranging one point on the bisector of
each quadrant and disposing a couple of symmetrical points with regard to the
bisector in each quadrant, we obtain a reduction of the system of non linear
equations leading to:
The system offers
infinite, true and positive solutions, of which one of them corresponds to
the following scheme:
Example with
function test
The precision of
the numerical resolution is of 99,997 % Integration scheme
with 20 points The above given
scheme is not the quickest solution to the problem. The same equations can be
solved by posing the condition that the weighting coefficient of the point
situated on the origin of the axis were zero. Thus doing the quadrature has
been solved by following a procedure which allows the lowest numerical
integration of 20 points whose weighting coefficients are all positive.
Example with
function test
The precision of
the numerical integration is of 99,997 % DOUBLE INTEGRALS WITH m = 11 The complete 11°
degree polynomial shows the following equal terms:
The sampling points
have to be chosen so that the equality can be satisfied for any value of the
terms of the coefficients of the polynomial:
The problem can be
solved by arranging on each quadrant 2 points on the bisector and a couple of
points symmetrically arranged which regard to the same. Once again the
research for the numerical quadrature of any polynomial of inferior o equal
degree to 11 yields to the solution of a system of non linear equations:
28 points form the
scheme which allows to obtain the same accuracy as the one offered by the 36
sampling points of the Gauss method. The solution of the system is given by
the following values:
Example with function test:
The precision of the function test is of 99,999584
%. CONCLUSIONS An effective procedure is proposed in this paper for
the reduction of double integrals. The method is based on the same principles
of the numerical integration that in 1977 allowed to reduce the problem of
the numerical quadrature of multiple integrals of 2, 3 and 4 dimensions up to
the polynomials of 7° degree. The proposed method allows to achieve the same
degree of accuracy as using the Gauss-Legendre method, but with a remarkable
20 % reduction in the computing time for the integration of polynomials of bi
variables of 9 degree and 22,2 % reduction for polynomials of 11° degree. The systems of equations which form the essence of
the problem are strongly and badly conditioned and such difficulties had not
allowed to develop the method further in past times. This was due to the fact
that the calculation techniques used in that period were not able to improve
the level of accuracy achieved. Also the numerical methods of the reduction of non
linear systems, like the Newton- Raphson method, do not allow to obtain
satisfying results as they require to start the iteration by points very near
to the zeros of the polynomial. However, the development of modern computer science
technologies has allowed to resume the approach started in the 70s with the
mathematical reduction of the problem to those cases which are relatively
simpler.
|
||||||||||||||||||||||||||||||
|
ingegneriastrutturale.net -
Tutti i Diritti Riservati |