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...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
VŠB-Technical University of Ostrava, Faculty of Civil Engineering
2017-12-01
|
Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0038/tvsb-2017-0038.xml?format=INT |