Abstract
We introduce a new functional, named gap function, which measures the torsional instability of a partially hinged rectangular plate, aiming to model the deck of a bridge. Then we test the performances of the gap function on a plate subject to two kinds of loads: one modeled by a force concentrating on one of the free edges and one in resonance with the eigenmodes.
| Original language | English |
|---|---|
| Title of host publication | Integral Methods in Science and Engineering, Volume 1 |
| Subtitle of host publication | Theoretical Techniques |
| Publisher | Springer International Publishing |
| Pages | 35-46 |
| Number of pages | 12 |
| Volume | 1 |
| ISBN (Electronic) | 9783319593845 |
| ISBN (Print) | 9783319593838 |
| DOIs | |
| Publication status | Published - 1 Jan 2017 |
| Externally published | Yes |
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