Equations to evaluate elastic-plastic deformations of cantilever steel beams in simple bending
This paper presents an analytical model to evaluate cross-section rotations and displacements in a cantilever beam subjected to a concentrated transversal load at its free end. The beam is made of an I-section, and its material is expected to follow an elastic-perfectly-plastic behaviour. The cross-...
| Autor principal: | |
|---|---|
| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2010
|
| Assuntos: | |
| Texto completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001046 |
| País: | Portugal |
| Oai: | oai:localhost:123456789/1001046 |