An efficient analytical model to evaluate the first two local buckling modes of finite cracked plate under tension
Abstract The analytical approach is presented for both symmetric and anti-symmetric local buckling of the thin-plate in finite sizes and with a center crack under tension. An efficient classical solution based on the principle of minimum total potential energy was provided using only 2 and 1 degrees...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2015
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| Texto completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015001102078 |
| País: | Brasil |
| Oai: | oai:scielo:S1679-78252015001102078 |