Submitted:
05 January 2024
Posted:
05 January 2024
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Abstract
Keywords:
1. Introduction
2. Materials and Methods
2.1. FSI Simulations
2.2. GOA and flow rates selection
| Valve Diameter (mm) | GOA (mm2) | % Max GOA |
| 24.60 | 279.4 | 100 |
| 255.4 | 91.41 | |
| 218.4 | 78.17 | |
| 171.9 | 61.52 | |
| 129.5 | 46.35 | |
| 18.45 | 160.9 | 100 |
| 148.7 | 92.42 | |
| 118.9 | 73.90 | |
| 97.42 | 60.55 | |
| 76.79 | 47.73 | |
| 12.30 | 71.58 | 100 |
| 64.21 | 89.70 | |
| 54.34 | 75.92 | |
| 46.72 | 65.27 | |
| 39.73 | 55.50 |


2.3. CFD Simulations
3. Results
3.1. 24.6 mm Valve
3.2. 18.45 mm Valve
3.3. 12.3 mm Valve
3.4. WSS distribution within the leaflet
3.5. Regression models of shear stress
4. Discussion
Supplementary Materials
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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| Valve Diameter (mm) | GOA (mm2) | % Max GOA | Flow (L/min) | ||||
| 5 | 11 | 18 | 24 | 30 | |||
| 24.60 | 279.4 | 100 | ✓ | ✓ | ✓ | ✓ | ✓ |
| 255.4 | 91.41 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 218.4 | 78.17 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 171.9 | 61.52 | ✓ | ✓ | ✓ | ✓ | ⊠ | |
| 129.5 | 46.35 | ✓ | ✓ | ✓ | ⊠ | ⊠ | |
| 18.45 | 160.9 | 100 | ✓ | ✓ | ✓ | ✓ | ✓ |
| 148.7 | 92.42 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 118.9 | 73.90 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 97.42 | 60.55 | ✓ | ✓ | ✓ | ✓ | ⊠ | |
| 76.79 | 47.73 | ✓ | ✓ | ✓ | ⊠ | ⊠ | |
| 12.30 | 71.58 | 100 | ✓ | ✓ | ✓ | ✓ | ✓ |
| 64.21 | 89.70 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 54.34 | 75.92 | ✓ | ✓ | ✓ | ✓ | ✓ | |
| 46.72 | 65.27 | ✓ | ✓ | ✓ | ✓ | ⊠ | |
| 39.73 | 55.50 | ✓ | ✓ | ✓ | ⊠ | ⊠ | |
| Day | Observation | Estimated Peak WSS (Pa) | ||
| Peak Flow Rate (L/min) | Maximum GOA (mm2) | 50th percentile | 99th percentile | |
| 1 | 5 | 130 | 2.13 | 8.34 |
| 2 | 6.5 | 150 | 2.52 | 9.94 |
| 3 | 8 | 180 | 2.61 | 10.31 |
| 4 | 9.5 | 195 | 2.96 | 11.80 |
| 5 | 11 | 205 | 3.39 | 13.61 |
| 6 | 12 | 210 | 3.70 | 14.92 |
| 7 | 13.5 | 230 | 3.84 | 15.52 |
| 8 | 15 | 250 | 3.96 | 16.03 |
| 9 | 17 | 260 | 4.46 | 18.19 |
| 10 | 18 | 270 | 4.58 | 18.72 |
| 11 | 19.5 | 275 | 4.99 | 20.50 |
| 12 | 21 | 275 | 5.53 | 22.86 |
| 13 | 22.5 | 278 | 6.00 | 24.90 |
| 14 | 24 | 280 | 6.50 | 27.09 |
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