Time-dependent flexural behaviour of cracked steel fibre reinforced self-compacting concrete panels

• Autor(a) principal: Abrishambaf, Amin
• Data de Publicação: 2015
• Outros Autores: Barros, Joaquim A. O., Cunha, Vitor M. C. F.
• Tipo de documento: Artigo
• Idioma: eng
• Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
• Texto Completo: http://hdl.handle.net/1822/38283
• topic: Long-Term Performance; Creep; Tensile Properties; Rheology; Fibre Reinforcement; Engenharia e Tecnologia::Engenharia Civil; Science & Technology

In the present work are described and discussed the results of an extensive experimental program that aims to study the long-term behaviour of cracked steel fibre reinforced self-compacting concrete, SFRSCC, applied in laminar structures. In a first stage, the influence of the initial crack opening level (wcr = 0.3 and 0.5 mm), applied stress level, fibre orientation/dispersion and distance from the casting point, on the flexural creep behaviour of SFRSCC was investigated. Moreover, in order to evaluate the effects of the creep phenomenon on the residual flexural strength, a series of monotonic tests were also executed. It was found that wcr = 0.5 mm series showed a higher creep coefficient comparing to the series with a lower initial crack opening. Furthermore, the creep performance of the SFRSCC was influenced by the orientation of the extracted prismatic specimens regarding the direction of the concrete flow within the cast panel.