Monitoring Neutral Axis Position Using Monthly Sample Residuals as Estimated From a Data Mining Model

Author:

Aloupis Christos,Shenton Harry W.,Chajes Michael J.

Abstract

Structural Health Monitoring (SHM) has enabled the condition of large structures, like bridges, to be evaluated in real time. In order to monitor behavioral changes, it is essential to identify parameters of the structure that are sensitive enough to capture damage as it develops while being stable enough during ambient behavior of the structure. Research has shown that monitoring the neutral axis (N.A.) position satisfies the first criterion of sensitivity; however, monitoring N.A. location is challenging because its position is affected by the loads applied to the structure. The motivation behind this research comes from the greater than expected impact of various load characteristics on observed N.A. location. This paper develops an indirect way to estimate the characteristics of vehicular loads (magnitude and lateral position of the load) and uses a data mining approach to predict the expected location of the N.A. Instead of monitoring the behavior of the N.A., in the proposed method the residuals between the monitored and predicted N.A. location are monitored. Using actual SHM data collected from a cable-stayed bridge, over a 2-year period, the paper presents the steps to be followed for creating a data mining model to predict N.A. location, the use of monthly sample residuals of N.A. to capture behavioral changes, the ability of the method to distinguish between changes in the load characteristics from behavioral changes of the structure (e.g. change in response due to cracking, bearings becoming frozen, cables losing tension, etc.), and the high sensitivity of the method that allows capturing of minor changes.

Funder

Delaware Department of Transportation

Federal Highway Administration

Publisher

Frontiers Media SA

Subject

Urban Studies,Building and Construction,Geography, Planning and Development

Reference24 articles.

1. Structural health monitoring of a cable-stayed bridge using regularly conducted diagnostic load tests;Al-Khateeb;Front. Built Environ.,2019

2. Quantification of uncertainties in diagnostic load test data;Aloupis,2019

3. Influence of damage versus temperature on modal strains and neutral axis positions of beam-like structures;Anastasopoulos;Mech. Syst. Signal Process.,2019

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