The rheological behavior analysis of Engineered Cementitious Composites (ECC) is key to understand how the different preparation techniques affect the composite mechanical performance. However, the rheological assessment of reinforced materials becomes more complex since fibers usually cause flow disturbances not found in nonreinforced cementitious materials. Besides that, simple workability measurement techniques are not able to fully understand the composite behavior in the fresh state creating the need for more precise techniques to be employed. The main objectives of this study were to evaluate the ECC rheological behavior using different rheometer devices (Vane system and Ball measuring system) and investigate the influence of mixing processes on the fiber homogenization and rheological behavior. Additionally to this, a link between rheological behavior and mechanical performance was investigated. In the end, the ball measuring system revealed to be more efficient than the vane system when evaluating the composite rheological behavior. In addition, the mixing process influenced the rheological behavior of PVA-ECC especially regarding the moment which fibers are added. Fiber addition after mortar mixture improved fibers homogenization and reduced mixing energy by around 8%. Moreover, a correlation between rheological and mechanical properties showed that a 2-times variation in either yield stress or viscosity can lead to a variation of more than 50% in flexural strength without significantly affecting the composite compressive strength. It was also found that the lower the composite yield stress and viscosity the higher was its ultimate strain. To conclude, all those parameters contributed to understand the composite rheological behavior and globally optimize its performance. / Sem resumo

The rheological behavior analysis of Engineered Cementitious Composites (ECC) is key to understand how the different preparation techniques affect the composite mechanical performance. However, the rheological assessment of reinforced materials becomes more complex since fibers usually cause flow disturbances not found in nonreinforced cementitious materials. Besides that, simple workability measurement techniques are not able to fully understand the composite behavior in the fresh state creating the need for more precise techniques to be employed. The main objectives of this study were to evaluate the ECC rheological behavior using different rheometer devices (Vane system and Ball measuring system) and investigate the influence of mixing processes on the fiber homogenization and rheological behavior. Additionally to this, a link between rheological behavior and mechanical performance was investigated. In the end, the ball measuring system revealed to be more efficient than the vane system when evaluating the composite rheological behavior. In addition, the mixing process influenced the rheological behavior of PVA-ECC especially regarding the moment which fibers are added. Fiber addition after mortar mixture improved fibers homogenization and reduced mixing energy by around 8%. Moreover, a correlation between rheological and mechanical properties showed that a 2-times variation in either yield stress or viscosity can lead to a variation of more than 50% in flexural strength without significantly affecting the composite compressive strength. It was also found that the lower the composite yield stress and viscosity the higher was its ultimate strain. To conclude, all those parameters contributed to understand the composite rheological behavior and globally optimize its performance. / Sem resumo

yes / In order to study the mechanical behaviors of engineered cementitious composites (ECC) reinforced with various types of polyvinyl alcohol (PVA) fibers and different fiber volume fractions after the freeze-thaw cycles, the rapid freeze-thaw method was used to test the mass loss ratios, longitudinal relative dynamic elastic modulus, compressive strength and flexural strength. The results showed that specimens incurred more serious damage with the increasing of freeze-thaw cycles; however their performance would be improved by fiber type and dosage. Mass loss rate of JPA (specimen with 2% volume content of JP fiber) was lower than JPB (specimen with 1% volume content of JP fiber). Furthermore, the mass loss rate of JPB was lower than that of CPB (specimen with 1% volume content of CP fiber). The longitudinal relative dynamic elastic modulus of JPA was higher than that of JPB while the longitudinal relative dynamic elastic modulus of JPB was higher than that of CPB. In addition, the compressive strength and flexural strength decreased with the increasing of freeze-thaw cycles. Mechanical behaviors of specimens with fiber exhibited better strength than specimens without fiber. Based on the SL 211-2006 code for the design of hydraulic structures against ice and freezing action, JPA and JPB specimens are adequate for use in severe cold regions, while specimen CPA and CPB can be used in cold regions, specimen JPC only can be used in warm regions.

[pt] O presente trabalho investigou o comportamento mecânico de compósitos cimentícios do tipo SHCC (Strain Hardening Cementitious Composites) de resistência comum e alta resistência, reforçados com fibras de PVA, UHMWPE (polietileno de peso molecular ultra-elevado), aço e reforços híbridos. Para o estudo, o volume total de fibras foi mantido constante em 2,0 por cento, com objetivo de manter a trabalhabilidade dos compósitos. As fibras de PVA e polietileno foram parcialmente substituídas por fibras de aço na proporção de 0,5 por cento e 1,0 por cento e a resposta mecânica foi estudada a partir de ensaios de tração direta, flexão de quatro pontos em placas e ensaios de flexão de três pontos em prismas com entalhe. O padrão de fissuração foi analisado utilizando imagens de alta resolução. O efeito escala dos compósitos reforçados com fibras de PVA e polietileno também foi investigado através de ensaios de tração direta e de flexão de quatro pontos utilizando dois tamanhos de corpos de prova. Os resultados mostraram que as fibras de PVA têm melhor desempenho que as fibras de polietileno para matrizes de resistência comum e que para ambas as matrízes, a substituição parcial das fibras de polietileno e PVA por fibras de aço tem o benefício de aumentar a resistência, mas promove redução na capacidade de deformação dos compósitos. O estudo sobre o efeito-escala também mostrou que a resposta mecânica destes materiais muda com a geometria dos corpos de prova. Por último, os compósitos foram utilizados como materiais de reparo estrutural em vigas submetidas a dano prévio e os resultados mostraram a viabilidade da utilização do SHCC como material de reparo. / [en] The present work investigated the mechanical behavior of normal and highstrength Strain Hardening Cementitious Composites (SHCC) reinforced with PVA, UHMWPE (ultra-high molecular weight polyethylene), steel and hybrid fibers. For the study, the total volume of fibers was kept constant at 2.0 percent in order to maintain the workability of the composite system. PVA and polyethylene were partially replaced by steel fibers in 0.5 percent and 1.0 percent. The mechanical response was measured under direct tension tests, four-point bending tests on plates and three point-bending tests on notched specimens. The crack pattern was investigated using high resolution image capturing procedure. The size-effect of the composites reinforced with PVA and polyethylene fibers was also investigated under direct tension test and four-point bending tests using two sizes of specimens. The results have shown that PVA fibers have a better performance than polyethylene fibers for normal strength matrices and that for both normal and high strength matrices the partial replacement of polyethylene and PVA fibers by steel fibers has the benefit of increasing the strength, but it reduces the strain capacity of the composites. The investigation about the size-effect also have shown that mechanical response of these composites changes with the geometry of the specimens. Finally, the composites were used as structural repair in beams subjected to previous damage and the results verified the feasibility of SHCC as a repair material.