Integrating computer vision techniques with finite element phase field damage analysis
Realistic and accurate finite element (FE) models are crucial for understanding and predicting the health, performance, and safety of deteriorated structures. Accordingly, this paper presents a novel approach that integrates computer vision techniques and a phase field method to enhance FE damage analyses.
Computer vision techniques are employed to analyze the visual inspection or monitoring data and to extract the geometric features of a structure and its damage, while the phase field method provides a robust numerical solution for representing the damage and simulating its progression. The integration of these methods allows for automated and precise updates of damage information in the FE model, improving model accuracy and reducing manual intervention.
Case studies on a paper board and a steel cross beam of a bridge demonstrate the applicability and effectiveness of the proposed approach, highlighting its feasibility for monitoring and assessment in real-world engineering applications.
This paper presents a novel damage update method that integrates computer vision techniques with the phase field method. The proposed integrated method enhances the rapid understanding of structural integrity degradation in existing structures. It also forms a foundation for developing computational engines for damage updating within structural digital twin systems. The key observations are outlined as follows:
First, the feasibility of the proposed damage update method was successfully demonstrated through two experiments conducted on a paperboard and a steel cross beam. These experiments confirmed the ability of the proposed method to update the damage phase field within FE models in alignment with the damage observed in physical structures, facilitating rapid simulations of damage evolution by reducing the reliance on manual damage modeling.
Second, the proposed method proves to be effective for both 2D planar structures and 3D structures that can be decomposed into planar components. This flexibility broadens the applicability of the method to a wide range of real-world engineering scenarios.
This study demonstrates the feasibility of integrating CV-based damage identification with phase field modeling for damage evolution prediction. However, it still needs more quantitative experimental and analytical validation. The current validation approach is qualitative, relying on case studies to assess the method’s applicability and effectiveness. To ensure a more comprehensive evaluation, future work will focus on experimental validation through controlled laboratory tests where observed damage patterns can be compared with numerical predictions.
This step will be crucial in further refining the method and expanding its applicability to real-world structural health monitoring scenarios. Future research will focus on extending the damage update method to fully 3D for the damage types of concrete spalling, corrosion, etc. By expanding the capability to model and update solid 3D damage states, the proposed method will significantly enhance its applicability to a broader range of engineering scenarios. The scalability of the proposed method to larger and more complex 3D structures represents a promising avenue for future research. While the current study primarily focuses on 2D planar structures or 3D structures decomposable into 2D components, the methodology can be extended to fully 3D domains.
Advanced image segmentation methods can be used to extract damage features from 3D imaging data (e.g., LiDAR or 3D point clouds), and these features can be integrated directly into FE models. However, challenges such as handling intricate geometries in large-scale models will need to be addressed. The integration of this method with commercial FE software, as demonstrated in the steel cross-beam case study, provides a practical pathway for scaling up the approach, as these platforms can efficiently handle large-scale simulations. Overall, extending the method to larger 3D structures would enhance its applicability to a broader range of real-world engineering problems, such as bridges, buildings, and industrial facilities.
The integration of computer vision techniques with the phase field method represents a significant step in bridging the gap between SHM systems and computational simulations. This novel approach allows for rapid updating of damage states in FEDT systems, providing engineers with unprecedented predictive power to assess the remaining life of critical infrastructure. As a result, this method not only facilitates more accurate predictive simulations but also enables proactive maintenance strategies, potentially extending the lifespan of aging structures.
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