A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Elastica of Cantilever Beam under Two Follower Forces
This paper presents a nonlinear elastic analysis of cantilever beam subjected to two follower forces. Those two proportional forces are always perpendicular to the beam axis. The solution of differential equations based on the large displacement theory, known as elastica is obtained with the help of principle of elastic similarity. For comparison purpose, numerical results using the finite element method are also presented and the results show good agreement.
Elastica of Cantilever Beam under Two Follower Forces
This paper presents a nonlinear elastic analysis of cantilever beam subjected to two follower forces. Those two proportional forces are always perpendicular to the beam axis. The solution of differential equations based on the large displacement theory, known as elastica is obtained with the help of principle of elastic similarity. For comparison purpose, numerical results using the finite element method are also presented and the results show good agreement.
Elastica of Cantilever Beam under Two Follower Forces
Hartono, Wibisono (author)
Advances in Structural Engineering ; 1 ; 159-165
1997-04-01
7 pages
Article (Journal)
Electronic Resource
English
Elastica of Cantilever Beam under Two Follower Forces
| British Library Online Contents | 1997
Elastica stability analysis of a simple frame under a follower force
| Online Contents | 1994
Elastica stability analysis of a simple frame under a follower force
| Elsevier | 1994
Large deflections of spatial variable-arc-length elastica under terminal forces
| British Library Online Contents | 2009