Abstract

The evaluation of geometric defects is necessary in order to maintain the integrity of structures over time. These assessments are designed to detect damages of structures and ideally help inspectors to estimate the remaining life of structures. Current methodologies for monitoring structural systems, while providing useful information about the current state of a structure, are limited in the monitoring of defects over time and in linking them to predictive simulation. This paper presents a new approach to the predictive modeling of geometric defects. A combination of segments from point clouds are parametrized using the convex hull algorithm to extract features from detected defects, and a stochastic dynamic model is then adapted to these features to model the evolution of the hull over time. Describing a defect in terms of its parameterized hull enables consistent temporal tracking for predictive purposes, while implicitly reducing data dimensionality and complexity as well. In this study, two-dimensional (2D) point clouds analogous to information derived from point clouds were firstly generated over simulated life cycles. The evolutions of point cloud hull parameterizations were modeled as stochastic dynamical processes via autoregressive integrated moving average (ARIMA) and vectorized autoregression (VAR) and compared against ground truth. The results indicate that this convex hull approach provides consistent and accurate representations of defect evolution across a range of defect topologies and is reasonably robust to noisy measurements; however, assumptions regarding the underlying dynamical process play a significant the role in predictive accuracy. The results were then validated on experimental data from fatigue testing with high accuracy. Longer term, the results of this work will support finite element model updating for predictive analysis of structural capacity.

Highlights

  • This paper presents a method for modeling the time-history evolution of defects quantified through remote sensing technologies such as laser scanning, photogrammetry, or digital imaging

  • autoregressive integrated moving average (ARIMA) models provide relatively better prediction, the results show many similarities

  • The reason for the difference in predictive accuracy is the capability of ARIMA in handling nonstationary time series, as well as the assumptions of variable dependencies in vectorized autoregression (VAR)

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Summary

Introduction

This paper presents a method for modeling the time-history evolution of defects quantified through remote sensing technologies such as laser scanning, photogrammetry, or digital imaging. The goal is to expand the use of structural assessment information commonly collected during routine inspections and improve the structural life-cycle assessment process. Sensors 2019, 19, 4571 these assessments ideally help engineers to estimate the remaining life of structures. This is commonly done by reviewing historical performance records and holistically identifying temporal trends from the assessment data. Most assessment data are not structured in a way that explicitly captures the life-cycle performance of a structure, and it is, challenging to quantitatively evaluate the evolution of inspection data over time and carry out a predictive analysis of the future state of the structure. Life-cycle data modeling advancements could provide more precise and robust structural information, leading to better system asset management decision-making, with apparent safety and financial benefits

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