Dynamic Post - Buckling Behavior
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Lubos Snirc,
Alzbeta Grmanova,
Jan Ravinger
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2017, Volume 17, Issue 2, Pages 131-150
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Doi: 10.1515/tvsb-2017-0038
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Geometric non - linear theory has been used to describe the post-buckling behavior of slender web. Hamilton’s principle in increments has been used. Examples of dynamic post - bucking behavior of slender web loaded in compression are presented. Influence of residual stresses to frequency of slender web is a base for non-destructive method of investigation of structures.
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