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 Sozialpädagogik!?when a sustained load is applied. It is important to understand the mechanisms as this will pave the way for improvements that can be made to reduce this creep and will also assist in creating prediction models as it will be based on the fundamental mechanisms involved. This paper presents results o

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Till-Sebastian Idel,Anna Schützete (UHPFRC) is reported. UHPC is a material with a very high compressive strength. A ductile behaviour and a rather good tensile strength are achieved by addition of fibres. While the short time resistance can be easily evaluate with laboratory tests, the discussion concerning the long-term behavio

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Toolbox to Design Housing Refurbishmentete helps to control the deformations, these may increase under the effect of a sustained load. To analyse the effect of creep in pre-cracked HPFRC elements, twelve beams reinforced with either glass or steel fibres with dimensions 40 × 80 × 1200 mm were tested under a three-point configuration. For

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Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete978-94-024-1001-3Series ISSN 2211-0844 Series E-ISSN 2211-0852