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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Furkejuvvon:
Bibliográfalaš dieđut
Váldodahkkit: Navas Carro, Alejandro, Fonseca Mojica, Carolina
Materiálatiipa: Online
Giella:spa
Almmustuhtton: Universidad de Costa Rica 2018
Fáttát:
Liŋkkat:https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/31980
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