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Dynamic Post-Buckling Behavior
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.
Dynamic Post-Buckling Behavior
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.
Dynamic Post-Buckling Behavior
Šnirc Ľuboš (author) / Grmanová Alžbeta (author) / Ravinger Ján (author)
2017
Article (Journal)
Electronic Resource
Unknown
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