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-...
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| Other Authors: | , |
| Format: | conferenceObject |
| Language: | eng |
| Published: |
2010
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| Subjects: | |
| Online Access: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001046 |
| Country: | Portugal |
| Oai: | oai:localhost:123456789/1001046 |