| Article ID: | iaor20084089 |
| Country: | United Kingdom |
| Volume: | 39 |
| Issue: | 8 |
| Start Page Number: | 899 |
| End Page Number: | 918 |
| Publication Date: | Dec 2007 |
| Journal: | Engineering Optimization |
| Authors: | Smith P., Blachut J. |
| Keywords: | engineering |
Barrelled cylinders and domes of generalized elliptical profile are optimized for their buckling resistance when loaded by static external pressure. The optimum shells are found using either a static or adaptive tabu search method, which utilizes a repeat structural analysis tool. Results show that it is possible, through correct profiling of a meridian, to achieve failure pressures 40% and 20% higher than a benchmark cylinder and hemisphere, respectively. Numerical predictions are confirmed by pressurizing a series of laboratory-scale shells to destruction. Correlation between numerical predictions and experimental results is good.