Flow-driven prediction of bluff body fluid–structure interaction
Wind-resistant shape design exploration of civil engineering structures fundamentally relies on the accurate interpolation and extrapolation of bluff-body aerodynamic features. Current methodologies typically emulate global, integrated coefficients, such as flutter derivatives and admittance functions, in the frequency domain, adopting “black-box” models. However, they often fail to capture sudden aerodynamic transitions due to data sparsity and lack the phenomenological information inherent to the fluid–structure interaction (FSI). Wind engineering FSI problems typically deal with complex turbulent fluid fields characterized by multiple flow features and frequencies, time-varying flow domains with moving bodies, and, when designing, bluff body shape variations leading to different flow domains. This study proposes a novel deep learning strategy combining: (1) a dual-band flow superposition approach separating the prediction of flow fields for different frequency bands, (2) the BiFIS sampling strategy for shape-agnostic and accurate prediction of flow fields, and (3) a novel physics-informed FSE-U-Net architecture that conditions flow reconstruction on global physical parameters through feature-wise linear modulation (FiLM), ensuring physical consistency across variable flow regimes. The methodology is validated through the flow-driven prediction of frequency-dependent flutter derivatives using CFD-generated forced vibration flow fields of a bluff bridge deck subject to shape modifications. The code is available on GitHub .
Authors
- Miguel Cid Montoya (ORCID: https://orcid.org/0000-0002-3647-6022)
- Omar A. Mures (ORCID: https://orcid.org/0000-0002-6042-3588)
- Juan García-Tizón (ORCID: https://orcid.org/0009-0007-2879-9925)
Institutions
- Universidade da Coruña (ES)
Publication Details
- Journal
- Journal of Wind Engineering and Industrial Aerodynamics
- Published
- 2026-10-09
- DOI
- https://doi.org/10.1016/j.jweia.2026.106613
- Primary Topic
- Fluid Dynamics and Vibration Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Science Foundation
- Clemson University
- Xunta de Galicia