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Uncertainty in Engineering

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TU Dresden
Fakultät Bauingenieurwesen
Institut für Statik und Dynamik der Tragwerke
Prof. Dr.-Ing. habil. B. Möller
01062 Dresden
Germany

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Collaborative Research Center - SFB 528 granted by DFG

Textile Reinforcement for Structural Strengthening and Retrofitting

DFG Research Unit FOR500

Blasting of Structures

 

Time-dependent reliability

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The time-dependent reliability of structures is computed with the aid of the new methods fuzzy Monte-Carlo simulation and fuzzy adaptive importance sampling.

Structural reliability is assessed by means of a time-dependent fuzzy failure probability. All fuzzy-random functions are discretized and described with the aid of the fuzzy joint probability density function. In order to integrate the fuzzy joint probability density function over the fuzzy failure region the fuzzy Monte-Carlo simulation (FMCS) was developed. The numerical efficiency of the simulation (variance minimization) is improved by an extension of importance sampling under consideration of  fuzzy randomness. This finally leads to fuzzy adaptive importance sampling (FAIS).

The computation of the fuzzy failure probability to several time points results in a time dependent fuzzy function (fig. 1). 

Figure 1. Time-dependent fuzzy failure probability


The time-dependent fuzzy failure probability enables the detection of time points, where permissible values of fuzzy failure probability are exceeded. The non-permissible  fuzzy failure probability can be mutated into a permissible probability by  rehabilitation or strengthening of  structures. For strengthening of reinforced concrete structures,e.g., a new technology is developed based on textile-reinforced concrete layers. This technology and the accompanying numerical methods are developed in the  project - Safety assessment of textile strengthened structures, that is part of the Collaborative Research Center Textile Reinforcement for Structural Strengthening and Retrofitting(SFB 528) granted by the German Research Foundation(DFG).

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