Titlebook: Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete; Proceedings of the I Pedro Serna,Aitor Llano-Torre,Sergio H. P. Cavalar C

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2211-0844 einforced Concrete (FRC). These proceedings contain the latest scientific papers about new testing methodologies, results and conclusions of multiple experimental campaigns and recommendations about significant factors of long-term behaviour, experiences from more than ten years of creep testing and

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Flexural Post-cracking Creep Behaviour of Macro-synthetic and Steel Fiber Reinforced Concrete The tests were performed under two different environmental conditions during 6?months. Despite the large deformations exhibited by plastic fibres under sustained load over time, their use as reinforcement should not be discarded as long as the effects of creep are considered in the design.

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Flexural Creep Tests on Beams—8 Years of Experience with Steel and Synthetic Fibresf FRC are presented. The load level was increased stepwise. Starting point was 50?% of the residual load at 1.75?mm deflection. At the load level of 60?%, beams with several fibre types started deforming faster and the test ended up in a creep failure. An alarming fact is that beams with some fibre-