Llano-Torre, A, Serna, P, Garcia-Taengua, E orcid.org/0000-0003-2847-5932 et al. (7 more authors)
(2021)
Analysis of the RRT Results.
In:
Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis.
RILEM State-of-the-Art Reports, 34
.
Springer International Publishing
, Cham, Switzerland
, pp. 147-207.
ISBN 9783030727352
Abstract
The analysis of the results of the round-robin test (RRT) comprised many steps. The variation of the main variables such as the number of samples tested, environmental conditions, pre-crack level or creep index and mechanical performance were analysed among all the RRT participants. In addition, the main methodologies were independently analysed to search significances between the participant procedures. Analysis of the described procedures, test setups and equipment provided relevant information about such existent differences between participants in terms such as load configuration, boundary conditions or frames construction. The creep coefficient and crack opening rate (COR) parameters were defined and analysed. The complementary data number of fibres in the cross section was analysed to assess the influence in the long-term residual performance. Finally, the correlation between different fibre-reinforced concrete (FRC) specimens as well as the influence of ageing of concrete matrix were analysed.
Metadata
Item Type: | Book Section |
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Authors/Creators: |
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Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 06 Aug 2021 09:46 |
Last Modified: | 09 Aug 2021 08:31 |
Status: | Published |
Publisher: | Springer International Publishing |
Series Name: | RILEM State-of-the-Art Reports |
Identification Number: | 10.1007/978-3-030-72736-9_8 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:176835 |