| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 281113 | International Journal of Solids and Structures | 2005 | 10 Pages |
Abstract
This article investigates a method for obtaining all equilibrium configurations of a cantilever beam subjected to an end load with a constant angle of inclination. The formulation is based on plane finite-strain beam theory in the elastic domain. An example of a cantilever beam subjected to a horizontal pressure force is discussed in detail.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
M. Batista, F. Kosel,