Flexual Buckling of Structural Glass Columns. Initial Geometrical Imperfection as a Base for Monte Carlo Simulation
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Ondrej Pesek,
Jindrich Melcher
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2018, Volume 18, Issue 1, Pages 12-17
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Doi: 10.31490/tces-2018-0003
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In this paper Monte Carlo simulations of structural glass columns are presented. The simulation was performed according to the analytical second order theory of compressed elastic rods. A previous research on shape and size of initial geometrical imperfections is briefly summarized. An experimental analysis of glass columns that were performed for evaluation of equivalent geometrical imperfections is mentioned too.
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