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Dynamic Post-Buckling Behavior

Dynamic Post-Buckling Behavior AbstractGeometric 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. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. de Gruyter

Dynamic Post-Buckling Behavior

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Publisher
de Gruyter
Copyright
© 2017 Ľuboš Šnirc et al., published by De Gruyter Open
ISSN
1804-4824
eISSN
1804-4824
DOI
10.1515/tvsb-2017-0038
Publisher site
See Article on Publisher Site

Abstract

AbstractGeometric 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.

Journal

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. – de Gruyter

Published: Dec 1, 2017

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