Digital Twin Modeling for Self-Compacting Concrete

1. Introduction

Documented safety incidents in tidal river basins have highlighted the consequences of poorly modelled self-compacting concrete. A detailed model was developed and validated against experimental measurements collected from tidal river basins. A 33% gain in durability was recorded during accelerated ageing tests. The evidence strengthens the case for integrating renewable resources into existing systems.

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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

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