Compression and bending behavior of steel fiber reinforced self-compacting concrete

A method to design cost competitive steel fiber reinforced self-compacting concrete (SFRSCC) for precasting industrial applications is described in this paper. Since demolding the elements as soon as possible is an important requirement in this industry, the influence of the age on the resistance and toughness of the designed SFRSCC was assessed carrying out an experimental program. Based on the force-deflection relationship obtained in the three point bending notched beam tests performed according to the RILEM TC 162-TDF recommendations, the stress-crack opening relationship of the SFRSCC was determined. The influence of the SFRSCC age on the fracture parameters of this material was analyzed.Inserido no programa de pesquisa suportado pelo FEDER e o Ministério da Ciência e Tecnologia (MCT) e promovido pelo Agencia de Inovação (ADI)