Skip to content

Uncertainty in Engineering

Sections
Personal tools
You are here: Home » Uncertainty methods » Fuzzy stochastic analysis » Fuzzy stochastic finite element method
contact us
TU Dresden
Fakultät Bauingenieurwesen
Institut für Statik und Dynamik der Tragwerke
Prof. Dr.-Ing. habil. B. Möller
01062 Dresden
Germany

Tel:  ++49 351 46334386
Fax: ++49 351 46337086

Homepage
e-mail

Related links
Collaborative Research Center - SFB 528 granted by DFG

Textile Reinforcement for Structural Strengthening and Retrofitting

DFG Research Unit FOR500

Blasting of Structures

 

Fuzzy stochastic finite element method

Document Actions
Fuzzy stochastic finite element method can be regarded as a special case of fuzzy stochastic analysis. The deterministic fundamental solution bases on the finite element method.

The fuzzy stochastic finite element method (FSFEM) may be developed on the basis of an uncertain variational formulation considering fuzzy random fields. The evaluation of the steady state condition of the uncertain energy functional leads to the fuzzy stochastic differental equation system

Diff_eq1

Beside the FE-discretization of the structure the FSFEM needs a suitable representatin of fuzzy random fields. Heuristic or spectral approaches may be used. Heuristic methods base on point discretizations of the fuzzy random fields in a set of fuzzy random vectors, such as the midpoint method. Furthermore, spectral methods comprise expansions of the fuzzy random fields dependent of fuzzy random vectors. In both cases the fuzzy random fields are represented with the aid of their marginal fuzzy probability distribution functions and their fuzzy correlation functions (Fig. 1).


Fig.1 Fuzzy correlation function

The key of the numerical treatment of the FSFEM is the representation of marginal fuzzy probability distribution functions and fuzzy correlation functions with the aid of their trajectories (real-valued propability distribution functions and real-valued correlation functions). Furthermore, the trajectories are specified by the fuzzy bunch parameters.  The fuzzy stochastic response is determined by means of α-level optimization in the bunch parameter space. The repeated computation of the stochastic fundamental solution required by this method is based on the Monte-Carlo simulation.

References

 

Powered by Plone