Comportamiento a flexión de losas de puentes de concreto, reforzadas externamente con CFRP
The flexural behavior of bridge concrete slab sections that were subjected to a level of cracking and were later repaired with carbon fiber reinforced polymers (CFRP) was evaluated in order to study the possibility of using this type of strengthening in existent bridge slabs in Costa Rica.Three conc...
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| Auteurs principaux: | , |
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| Format: | Online |
| Langue: | spa |
| Publié: |
Universidad de Costa Rica
2018
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| Accès en ligne: | https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/31980 |
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