Elastica stability analysis of a simple frame under a follower force

 
see the original item page
in the repository's web site and access all digital files if the item*
share




1994 (EN)
Elastica stability analysis of a simple frame under a follower force (EN)

Avraam, T (EN)
Kounadis, A (EN)

N/A (EN)

An elastica stability analysis is applied to a geometrically perfect and elastically supported two-bar frame, which is subjected to a follower compressive load at its joint, eccentrically applied to its column centre-line. The individual and coupling effect of the loading eccentricity and the support elasticity on the stability and postbuckling response is discussed. It is found that for a slight change in the amount of support elastic stiffness, the static bifurcational mechanism disappears and the frame exhibits a monotonically rising equilibrium path. © 1994. (EN)

journalArticle

Elastica stability analysis (EN)
follower loading (EN)
SYSTEMS (EN)

Εθνικό Μετσόβιο Πολυτεχνείο (EL)
National Technical University of Athens (EN)

Engineering Structures (EN)

1994


ELSEVIER SCI LTD (EN)



*Institutions are responsible for keeping their URLs functional (digital file, item page in repository site)