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This document summarizes a numerical buckling analysis of an imperfect steel spherical shell subjected to external pressure. The analysis found good agreement between numerical models and experimental results, with differences less than 7%. Perfect shells were subjected to different imperfection approaches, including eigenmode and single load indentation imperfections. Eigenmode imperfections proved worst, while single load indentations better simulated realistic dents. Based on standards, single load inden

Author

Mohd Shahrom Ismail

Language

EN