A novel finite element formulation for the buckling analysis of layered composite beam structures
A novel finite element formulation for the buckling analysis of two-layer composite beam structures will be presented. The beam elements possess a single flexible shear interface and each layer is modelled by means of Timoshenko’s theory. The formulation relies on a hybrid variational principle of c...
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| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2018
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| Texto completo: | http://hdl.handle.net/10400.21/9007 |
| País: | Portugal |
| Oai: | oai:repositorio.ipl.pt:10400.21/9007 |