GBT model for the buckling analysis of conical shells with stress concentrations
The paper presents a Finite Element formulation based on Generalized Beam Theory (GBT) for the analysis of the linear buckling behaviour of conical shells under various loading and boundary conditions. The GBT approach provides a general solution for the 1st and 2nd order analyses using bar elements...
Autor principal: | |
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Outros Autores: | , |
Formato: | conferenceObject |
Idioma: | eng |
Publicado em: |
2018
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Assuntos: | |
Texto completo: | http://hdl.handle.net/10362/46021 |
País: | Portugal |
Oai: | oai:run.unl.pt:10362/46021 |