The most severe imperfection governs the buckling strength of pressurized multi-defect hemispherical shells

We perform a probabilistic investigation on the effect of systematically removing imperfections on the buckling behavior of pressurized thin, elastic, hemispherical shells containing a distribution of defects. We employ finite element simulations, which were previously validated against experiments, to assess the maximum buckling pressure, as measured by the knockdown factor, of these multi-defect shells. Specifically, we remove fractions of either the least or the most severe imperfections to quantify their influence on the buckling onset. We consider shells with a random distribution of defects whose mean amplitude and standard deviation are systematically explored while, for simplicity, fixing the width of the defect to a characteristic value. Our primary finding is that the most severe imperfection of a multi-defect shell dictates its buckling onset. Notably, shells containing a single imperfection corresponding to the maximum amplitude (the most severe) defect of shells with a distribution of imperfections exhibit an identical knockdown factor to the latter case. Our results suggest a simplified approach to studying the buckling of more realistic multi-defect shells, once their most severe defect has been identified, using a well-characterized single-defect description, akin to the weakest-link setting in extreme-value probabilistic problems.

Publication Details

Journal
Repository for Publications and Research Data (ETH Zurich)
Published
2025-05-01
DOI
https://doi.org/10.3929/ethz-b-000726185
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

The most severe imperfection governs the buckling strength of pressurized multi-defect hemispherical shells

Repository for Publications and Research Data (ETH Zurich)
Composite Structure Analysis and Optimization
article

The most severe imperfection governs the buckling strength of pressurized multi-defect hemispherical shells

article en

Abstract

We perform a probabilistic investigation on the effect of systematically removing imperfections on the buckling behavior of pressurized thin, elastic, hemispherical shells containing a distribution of defects. We employ finite element simulations, which were previously validated against experiments, to assess the maximum buckling pressure, as measured by the knockdown factor, of these multi-defect shells. Specifically, we remove fractions of either the least or the most severe imperfections to quantify their influence on the buckling onset. We consider shells with a random distribution of defects whose mean amplitude and standard deviation are systematically explored while, for simplicity, fixing the width of the defect to a characteristic value. Our primary finding is that the most severe imperfection of a multi-defect shell dictates its buckling onset. Notably, shells containing a single imperfection corresponding to the maximum amplitude (the most severe) defect of shells with a distribution of imperfections exhibit an identical knockdown factor to the latter case. Our results suggest a simplified approach to studying the buckling of more realistic multi-defect shells, once their most severe defect has been identified, using a well-characterized single-defect description, akin to the weakest-link setting in extreme-value probabilistic problems.

Repository for Publications and Research Data (ETH Zurich)
Openalex Percentile: Top 53%
Composite Structure Analysis and Optimization
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The most severe imperfection governs the buckling strength of pressurized multi-defect hemispherical shells · Repository for Publications and Research Data (ETH Zurich) (2025) | TGRS Research Map | TGRS