Fuzzy finite element method
In the fuzzy finite element method uncertain geometrical, material
and loading parameters are treated as fuzzy values. The modeling of
uncertain parameters as fuzzy values is necessary when it is not
possible to uniquely and reliably specify these parameters either
deterministically or stochastically. Often in such cases, only a
limited number of samples are available or the reproduction conditions
for generating sample elements vary. The parameters possess informal or
lexical uncertainty, which may be modeled as fuzziness.
Physical parameters possessing fuzziness with regard to external
loading or material, geometrical and model parameters may occur at all
points of a structure. Depending on the dimensionality of the structure
- 1 bar structures ,
2 plane structures,
3
3-D structures – it is proposed to describe fuzziness using fuzzy
functions. The fuzzy
function is approximated by means of fuzzy values at suitably
distributed interpolation nodes in
n. Fuzzy values at
interpolation nodes are fuzzy numbers, which describe the fuzziness of
the physical parameter concerned at discrete points i. These
discrete points may be (but not necessarily) identical to nodes in the
finite element mesh.
The fundamental equations of the FE method are derived e.g. on the basis
of the principle of virtual displacements, taking into consideration
the fuzziness of the geometrical, material and loading parameters.
Accounting for inertial and damping forces, a second-order system of
fuzzy differential equations is obtained.
Closed solutions of this system of fuzzy equations already exist for simple
special cases. In the case of a larger number of fuzzy parameters, also
taking into account nonlinearities, the system of fuzzy equations can be solved numerically by the fuzzy finte element method. Solution strategies must take into
consideration the interaction relationships between fuzzy values and
the special properties of the mapping model.
Both in linear statical and dynamical analysis as well as in the case of geometrically and/or
physically nonlinear analysis the fuzzy analysis
may be applied, which involves the α-level discretization and the repeated solution of an optimization
problem, e.g. by means of a modified evolution strategy.
References
- Möller, B, Beer, M, Graf, W, and Sickert, J (2001) Fuzzy Finite Element Method and its Application, In: Trends in Computational Structural Mechanics, Colloquium 2001, edited by W. A. Wall and K.-U. Bletzinger and K. Schweizerhof. CIMNE Barcelona, pages 529–538.