THE MODIFIED METHOD OF SEQUENTIAL LOADS FOR THE ANALYSIS OF SLENDER SHALLOW SHELLS
THE MODIFIED METHOD OF SEQUENTIAL LOADS FOR THE ANALYSIS OF SLENDER SHALLOW SHELLS
DOI:
https://doi.org/10.22337/2587-9618-2025-21-3-201-208Keywords:
geometric nonlinearity, zero approximation selection, collocation method, collocation node selection, golden ratio, solution residual, critical loadAbstract
This study discusses specific features of analyzing shallow shells using a modified sequential load method and a collocation method. This combination shows a rapid rate of convergence when the golden section principle is used to select the collocation node system.
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