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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Rekonstruktive Sozialp?dagogik!?behaviour of cracked fibre reinforced concrete under sustained load, investigating statically determinate and indeterminate test setups, fibre type (steel and polymer macro fibres) and fibre dosage. The duration of the creep tests ranges from less than 1 to 14?years. The following observations were

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Rekonstruktive Sozialp?dagogik!?ed to bridge crack faces, thus increasing the residual load-bearing capacity of a concrete element. Furthermore, these fibers can arrest crack growth and increase the long-term durability of the structural element. However, long-term durability can be compromised by time-dependent phenomena such as