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Helder Luiz da Silva Rodrigues, Priscila Moreira da Silva, Dênio Ramam Carvalho de Oliveira
Pág. 323 - 330
This paper presents results of punching tests carried out in four reinforced concrete flat slabs, one of them without shear reinforcement and others strengthened with CFRP dowels. Slabs were 1000 mm square meters and 60 mm thick and were subjected to mid...
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