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Published on: January 16, 2019
Life-Cycle Modeling of Structural Defects via Computational Geometry and Time-Series Forecasting
Sara Mohamadi1, David Lattanzi2
1Department of Civil, Environmental, and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA. smohama2@gmu.edu.
This study introduces a novel convex hull method for tracking structural defects over time. This approach accurately models defect evolution using stochastic dynamics, enhancing predictive analysis for structural integrity.
Area of Science:
- Structural Engineering
- Computational Mechanics
- Data Science
Background:
- Structural integrity assessment relies on evaluating geometric defects over time.
- Current monitoring methods struggle to link defect detection with predictive simulations.
- Predictive modeling of defect evolution is crucial for estimating remaining structural life.
Purpose of the Study:
- To present a new approach for predictive modeling of geometric defects using point cloud data.
- To develop a method for consistent temporal tracking and analysis of defect evolution.
- To enhance structural health monitoring by integrating defect analysis with predictive simulations.
Main Methods:
- Parametrization of point cloud segments using the convex hull algorithm to extract defect features.
- Adaptation of stochastic dynamic models (ARIMA, VAR) to parameterized hull features for modeling evolution.
- Generation of 2D point clouds over simulated life cycles for analysis.
Main Results:
- The convex hull approach provides consistent and accurate representations of defect evolution across various defect types.
- The method demonstrates robustness to noisy measurements.
- Model accuracy is significantly influenced by assumptions about the underlying dynamical process.
Conclusions:
- The developed convex hull method offers a reliable way to track and predict geometric defect evolution in structures.
- Validation on experimental fatigue testing data confirms high accuracy.
- This approach will aid in finite element model updating for predictive structural capacity analysis.
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