In this paper, the use of thermoelastic measurements to improve a "nite element model is investigated. The originality of the procedure lies in the use of this stress sum "eld measurement and in the new solution method of the modelling error location stage. Measurement inaccuracies and expansion err
DYNAMIC FINITE ELEMENT MODEL UPDATING USING NEURAL NETWORKS
โ Scribed by R.I. Levin; N.A.J. Lieven
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 197 KB
- Volume
- 210
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
In this paper, a new method of finite element model updating using neural networks is presented. Many previous model updating techniques have exhibited inconsistent performance when subjected to noisy experimental data. From this background it is clear that a successful model updating method must be resistant to experimental noise. A well-known property of neural networks is robustness in the presence of noise, and it is hoped to exploit this property for model updating purposes. The proposed updating method is tested on a simple simulated model, both in the absence and presence of noise, with promising results. A further advantage of this updating method is the ability to work with a limited number of experimentally measured degrees of freedom and modes.
๐ SIMILAR VOLUMES
This paper uses antiresonant frequencies in the "nite element model updating of an experimental 6-m aluminum truss and analyzes the physical correctness of the updated model by using it to detect damage. Rigid elements are used to simplify the modelling of welded joints, and their dimensions are use
Dynamic finite element (FE) model updating may be considered as an optimisation process. Over the past few years, two powerful new optimisation algorithms have been developed independently of each other; namely, the genetic algorithm (GA) and simulated annealing (SA). These algorithms are both proba
Model updating techniques are used to update a "nite element model of a structure so that an updated model predicts the dynamics of a structure more accurately. The application of such an updated model in dynamic design demands that it also predict the e!ects of structural modi"cations with a reason
When vibration data are used to identify faults in structures it is not completely clear whether to use either frequency response functions or modal parameters. This paper presents a committee of neural networks technique, which employs both frequency response functions and modal data simultaneously