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Mauricio de Pina Ferreira, Paulo Víctor Prazeres Sacramento, Aarão Ferreira Lima Neto, Marcelo Rassy Teixeira, Dênio Ramam Carvalho de Oliveira
Pág. 71 - 80
This paper presents results of tests on 18 one-way reinforced concrete slabs under point loads having as main variable the transverse flexural reinforcement ratio, the loading position and the width of the slab. The response of the slabs is described and...
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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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Sergio Carmona Malatesta, Antonio Aguado de Cea, Climent Molins Borrell, Manuel Cabrera Contreras
Pág. Page 119 - 140
Traditionally, flexural testing of prismatic beams is used to characterize the strength and behavior in post - cracking regime of fiber - reinforced concretes (FRC). These tests exhibit a high dispersion in their results, and therefore invalidate the use...
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K. Sissakis and S. A. Sheikh
Pág. 488 - 489
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Baris Binici and Oguzhan Bayrak
Pág. 490 - 492
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