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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 34
DEVELOPMENTS IN NEURAL NETWORKS AND EVOLUTIONARY COMPUTING FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping
Paper I.3
Use of Neural Networks for Fault Identification in a Beam Structure I. Takahashi and T. Yoshioka
Department of Mechanical Engineering, Kanagawa Institute of Technology, Kanagawa-ken, Japan I. Takahashi, T. Yoshioka, "Use of Neural Networks for Fault Identification in a Beam Structure", in B.H.V. Topping, (Editor), "Developments in Neural Networks and Evolutionary Computing for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 15-23, 1995. doi:10.4203/ccp.34.1.3
Abstract
With the increasing size and complexity of machines
and vessels, the easy health monitoring method is
becoming necessary. In this paper the possibility of
using a multilayer perceptron network trained with the
backpropagation algorithm for detecting location and size
of the fault in structural element is studied. The finite
element model of the structure considered is a slender
free-free beam, using an integrated software package,
ANSYS, to estimate the changes in various modal
parameters, caused by a notch and a damage modeled
fault. The basic idea is to train a neural network with
simulated patterns of the relative changes in natural
frequencies and corresponding sizes (or shapes) and
location of faults in order to recognize the behaviour of
the damaged as well as the undamaged structure.
Subjecting this neural network to measured values should
imply information about the fault sizes and locations.
The training data are obtaining by the values using the
finite element method. Additionally, a series of test were
carried out using the response measurement equipment to
experimentally determine the effect of the imposed defect.
The results show that a neural network trained with
simulated data is capable for detecting location of a fault
in a beam when the network is subjected to experimental
data.
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