Análise da estabilidade de colunas com variação da seção transversal e/ou módulo de elasticidade via Método das Diferenças Finitas
The sizing of columns necessarily requires a buckling stability analysis. This is a serious phenomenon in slender structures that needs to be avoided, since the structure can collapse without previous warning. Structural components such as columns with varying cross sections and material changes alo...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | Portuguese |
| Published: |
Editora IFPB
2019-09-01
|
| Series: | Revista Principia |
| Subjects: | |
| Online Access: | https://periodicos.ifpb.edu.br/index.php/principia/article/view/2779 |