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Prediction of strain values in reinforcements and concrete of a RC frame using neural networks

Vafaei, M. and Alih, S. C. and Shad, H. and Falah, A. and Halim, N. H. F. A. (2018) Prediction of strain values in reinforcements and concrete of a RC frame using neural networks. International Journal of Advanced Structural Engineering, 10 (1). pp. 29-35. ISSN 2008-3556

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Official URL: http://dx.doi.org/10.1007/s40091-018-0178-0

Abstract

The level of strain in structural elements is an important indicator for the presence of damage and its intensity. Considering this fact, often structural health monitoring systems employ strain gauges to measure strains in critical elements. However, because of their sensitivity to the magnetic fields, inadequate long-term durability especially in harsh environments, difficulties in installation on existing structures, and maintenance cost, installation of strain gauges is not always possible for all structural components. Therefore, a reliable method that can accurately estimate strain values in critical structural elements is necessary for damage identification. In this study, a full-scale test was conducted on a planar RC frame to investigate the capability of neural networks for predicting the strain values. Two neural networks each of which having a single hidden layer was trained to relate the measured rotations and vertical displacements of the frame to the strain values measured at different locations of the frame. Results of trained neural networks indicated that they accurately estimated the strain values both in reinforcements and concrete. In addition, the trained neural networks were capable of predicting strains for the unseen input data set.

Item Type:Article
Uncontrolled Keywords:Concrete structure, Damage detection, Neural networks, RC frame, Strain measurement
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:79792
Deposited By: Fazli Masari
Deposited On:28 Jan 2019 06:52
Last Modified:28 Jan 2019 06:52

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