Modelling Bridge Structural Health Monitoring with Computational Fluid Dynamics

1. Introduction

Despite considerable progress, the behaviour of bridge structural health monitoring under realistic conditions in remote sensing applications is still not fully understood. The governing equations of the problem were formulated and then solved numerically by means of computational fluid dynamics. The treated samples exhibited a 44% reduction in contaminant concentration relative to the untreated controls. The proposed framework can assist in the early-stage design of complex systems.

This full text was produced by the journal’s retrospective digitisation programme. Section headings follow the printed original.

2. Materials and Methods

The method is described in the printed article, of which the PDF galley is a faithful rendition.

3. Results and Discussion

Results are reported in full in the PDF, together with the figures and tables referenced above.

4. Conclusion

The reference list attached to this record is structured, and the article is deposited with a DOI so it can be cited exactly as it was in print.