Freely propagating waves in a supported nonlinear elastic beam (Q2724679)
From MaRDI portal
| This is the item page for this Wikibase entity, intended for internal use and editing purposes. Please use this page instead for the normal view: Freely propagating waves in a supported nonlinear elastic beam |
scientific article; zbMATH DE number 1618121
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Freely propagating waves in a supported nonlinear elastic beam |
scientific article; zbMATH DE number 1618121 |
Statements
12 July 2001
0 references
supported nonlinear elastic beam
0 references
nonlinear waves
0 references
time evolution of beam profile
0 references
gravitational force
0 references
compressive longitudinal loads
0 references
Lagrangian
0 references
potential energy
0 references
freely propagating inertial waves
0 references
0.89690346
0 references
0.8957007
0 references
0.88975084
0 references
0.88796854
0 references
0.8816982
0 references
0.88057274
0 references
0.8776147
0 references
0 references
Freely propagating waves in a supported nonlinear elastic beam (English)
0 references
The title problem is investigated for an elastic beam of finite length supported on a flat inelastic surface and subjected to gravitational force and to compressive longitudinal loads. Using the general form of Lagrangian depending on horizontal and vertical displacements, the author derives nonlinear equations of motion. If one retains only the quadratic part of potential energy, one obtains a system of linear equations. In this case the author proves the existence of freely propagating inertial waves in the beam. Moreover, one can get in this case a closed solution. Next, the potential energy is completed by a quartic term which leads to a system of nonlinear equations. Some numerical experiments allow to gain insight into the solution behavior in this nonlinear case; in particular, the author obtains the time evolution of the beam profile.NEWLINENEWLINEFor the entire collection see [Zbl 0959.00041].
0 references