dc.contributor.author |
Kounadis, AN |
en |
dc.contributor.author |
Economou, AP |
en |
dc.date.accessioned |
2014-03-01T01:05:52Z |
|
dc.date.available |
2014-03-01T01:05:52Z |
|
dc.date.issued |
1980 |
en |
dc.identifier.issn |
0001-5970 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9042 |
|
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
STRUCTURAL ANALYSIS - Stability |
en |
dc.subject.other |
STRUCTURAL DESIGN |
en |
dc.title |
The effects of the joint stiffness and of the constraints on the type of instability of a frame under a follower force |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/BF01214629 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/BF01214629 |
en |
heal.language |
English |
en |
heal.publicationDate |
1980 |
en |
heal.abstract |
In this paper the type of instability of a T form frame with joint mass M subjected to a compressive follower force P applied at the joint is investigated on the basis of both the dynamic (variational) and static approach. It is shown that the frame loses its stability through divergence and its critical load is independent of the joint stiffness when the support of the compressed bar is hinged; in contrast, if this support is fully fixed the frame, depending on the joint stiffness, may lose its stability either through divergence or through flutter. However, the region of flutter type instability is very limited which shows that the divergence instability is the rule and not the exception and accordingly the simple static(stability) approach is applicable. Moreover, it is found that the change of the buckling mechanism from flutter to divergence and vice versa is associated with a jump in the critical load. © 1980 Springer-Verlag. |
en |
heal.publisher |
Springer-Verlag |
en |
heal.journalName |
Acta Mechanica |
en |
dc.identifier.doi |
10.1007/BF01214629 |
en |
dc.identifier.isi |
ISI:A1980JU14500003 |
en |
dc.identifier.volume |
36 |
en |
dc.identifier.issue |
3-4 |
en |
dc.identifier.spage |
157 |
en |
dc.identifier.epage |
168 |
en |