Abstract

Remaining useful life (RUL) prognosis is one of the most important techniques in concrete structure health management. This technique evaluates the concrete structure strength through determining the advent of failure, which is very helpful to reduce maintenance costs and extend structure life. Degradation information with the capability of reflecting structure health can be considered as a principal factor to achieve better prognosis performance. In traditional data-driven RUL prognosis, there are drawbacks in which features are manually extracted and threshold is defined to mark the specimen’s breakdown. To overcome these limitations, this paper presents an innovative SAE-DNN structure capable of automatic health indicator (HI) construction from raw signals. HI curves constructed by SAE-DNN have much better fitness metrics than HI curves constructed from statistical parameters such as RMS, Kurtosis, Sknewness, etc. In the next stage, HI curves constructed from training degradation data are then used to train a long short-term memory recurrent neural network (LSTM-RNN). The LSTM-RNN is utilized as a RUL predictor since its special gates allow it to learn long-term dependencies even when the training data is limited. Model construction, verification, and comparison are performed on experimental reinforced concrete (RC) beam data. Experimental results indicates that LSTM-RNN generally estimates more accurate RULs of concrete beams than GRU-RNN and simple RNN with the average prediction error cycles was less than half compared to those of the simple RNN.

Highlights

  • The last decades have witnessed the explosive increase in the construction industry to meet the unceasing demand for civilian, industrial, and defense purposes

  • In order to solve the problems of uneven inputs and difficulty in determining the failure threshold described earlier, this paper proposes the development of a deep neural network (DNN) for health indicator (HI) formation from raw input

  • This paper presents the following contributions: extracted features are used in the construction of the stacked autoencoder (SAE)-DNN-based HI construc1. tor

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Summary

Introduction

The last decades have witnessed the explosive increase in the construction industry to meet the unceasing demand for civilian, industrial, and defense purposes. With the availability of offline training data, an LSTM-RNN of signals the deterioration progressionlearning in concrete beams is considered cansegmented be constructed to over perform long-term dependencies on the concrete degradalong-term time-series data. With just an amount of online data, precise RLU prognosis on can the be constructed toachieved perform with long-term dependencies learning on the concrete degradation specimen can be the trained. This paperwith presents theamount following contributions: can be achieved with the trained LSTM-RNN. Degradation cycle; number of to AElearn hits in each cycle is considered the of label train

The LSTM-RNN isthe investigated the long-term dependencies
Experimental
SAE-DNN-Based
LSTM-RNN-Oriented RLU Prediction
LSTM-RNN-Oriented
Dataset Description
The Efficacy of the LSTM-RNN-Oriented RLU Prediction
14. LSTM-RNN-based
15. LSTM-RNN-based
The at cycle shows the prediction its values be again checked in Table
Conclusions
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