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Nuclear Engineering and Design
Volume 178, Issue 1, 2 December 1997, Pages 1-11
 
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doi:10.1016/S0029-5493(97)00152-0    How to Cite or Link Using DOI (Opens New Window)
Copyright © 1997 Elsevier Science S.A. All rights reserved

Artificial neural networks in prediction of mechanical behavior of concrete at high temperature

Abhijit Mukherjee* and Sudip Nag Biswas

Department of Civil Engineering, Indian Institute of Technology, Bombay 400076, India

Received 19 February 1996;
revised 13 May 1997;
accepted 10 June 1997.
Available online 13 March 1998.

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Abstract

The behavior of concrete structures that are exposed to extreme thermo-mechanical loading is an issue of great importance in nuclear engineering. The mechanical behavior of concrete at high temperature is non-linear. The properties that regulate its response are highly temperature dependent and extremely complex. In addition, the constituent materials, e.g. aggregates, influence the response significantly. Attempts have been made to trace the stress–strain curve through mathematical models and rheological models. However, it has been difficult to include all the contributing factors in the mathematical model. This paper examines a new programming paradigm, artificial neural networks, for the problem. Implementing a feedforward network and backpropagation algorithm the stress–strain relationship of the material is captured. The neural networks for the prediction of uniaxial behavior of concrete at high temperature has been presented here. The results of the present investigation are very encouraging.

Article Outline

1. Introduction
2. Concrete under high temperature and high pressure
3. Artificial neural networks
3.1. Artificial neurons
3.2. Feedforward networks
3.3. The backpropagation algorithm
4. ANN for uniaxial mechanical behavior of concrete under high temperature and pressure
4.1. Varying load under isothermal conditions
4.2. Varying temperature under constant load
4.3. Varying temperature under totally restrained conditions
5. Concluding remarks
References









 
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