Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/133866
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dc.creatorDenys Breysse
dc.creatorJean Paul Balayssac
dc.creatorXavier Romão
dc.creatorMaitham Alwash
dc.date.accessioned2022-09-10T14:34:01Z-
dc.date.available2022-09-10T14:34:01Z-
dc.date.issued2018-09-19
dc.identifier.othersigarra:346009
dc.identifier.urihttps://hdl.handle.net/10216/133866-
dc.description.abstractThe non-destructive assessment of concrete strength in existing structures is a complex issue. While many standards exist addressing the way non-destructive measurements must be carried out, few exist for the strength assessment itself. Many questions remain unanswered, like for instance the reliability of the strength estimation, the possibility of estimating the concrete variability, or the advantages of combining several non-destructive techniques. These problems have been tackled by a recent RILEM committee (TC ISC 249) whose Guidelines and Recommendations are to be released soon. This paper details their main innovations and how they are expected to improve the engineering practice and the reliability of strength estimation in existing structures. (c) 2018 International Conference on Wireless Communications, Signal Processing and Networking, WiSPNET. All rights reserved.
dc.language.isoeng
dc.relation.ispartof40th IABSE Symposium
dc.rightsopenAccess
dc.subjectEngenharia estrutural, Engenharia civil
dc.subjectStructural engineering, Civil engineering
dc.titleImproving the reliability of on-site concrete strength estimation with non-destructive techniques
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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