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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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书目名称Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete
副标题Proceedings of the I
编辑Pedro Serna,Aitor Llano-Torre,Sergio H. P. Cavalar
视频video
概述Includes supplementary material:
丛书名称RILEM Bookseries
图书封面Titlebook: Creep Behaviour in Cracked Sections of Fibre Reinforced Concrete; Proceedings of the I Pedro Serna,Aitor Llano-Torre,Sergio H. P. Cavalar C
描述.This is the first publication ever focusing strictly on the creep behaviour in cracked sections of Fibre Reinforced 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 some reflections about future perspectives on this topic. This book is an essential reference for all researchers of creep behaviour on FRC...This volume is the result of the efforts of the RILEM TC 261-CCF, that has been working since 2014 to develop standardized methodologies and guidelines to compare results from different laboratories and get a better understanding of the significant parameters related to creep of FRC..
出版日期Conference proceedings 2017
关键词Fiber Reinforced Concrete; Creep behaviour; Cracked state; Test method; Long-term behaviour
版次1
doihttps://doi.org/10.1007/978-94-024-1001-3
isbn_softcover978-94-024-1461-5
isbn_ebook978-94-024-1001-3Series ISSN 2211-0844 Series E-ISSN 2211-0852
issn_series 2211-0844
copyrightRILEM 2017
The information of publication is updating

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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-
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