Rodyti trumpą aprašą

dc.contributor.authorFerrara, Liberato
dc.contributor.authorMullem, Tim Van
dc.contributor.authorAlonso, Maria Cruz
dc.contributor.authorAntonaci, Paola
dc.contributor.authorBorg, Ruben Paul
dc.contributor.authorCuenca, Estefania
dc.contributor.authorJefferson, Anthony
dc.contributor.authorNG, Pui Lam
dc.contributor.authorPeled, Alva
dc.contributor.authorRoig-Flores, Marta
dc.contributor.authorSanchez, Mercedes
dc.contributor.authorSchroefl, Christof
dc.contributor.authorSerna, Pedro
dc.contributor.authorSnoeck, Didier
dc.contributor.authorTullian, Jean Marc
dc.contributor.authorDe Belie, Nele
dc.date.accessioned2023-09-18T17:16:46Z
dc.date.available2023-09-18T17:16:46Z
dc.date.issued2018
dc.identifier.issn0950-0618
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/121243
dc.description.abstractHeuristically known at least since the first half of XIX century, the self-healing capacity of cement-based materials has been receiving keen attention from the civil engineering community worldwide in the last decade. As a matter of fact, stimulating and/or engineering the aforementioned functionality via tailored addition and technologies, in order to make it more reliable in an engineering perspective, has been regarded as a viable pathway to enhance the durability of reinforced concrete structures and contribute to increase their service life. Research activities have provided enlightening contributions to understanding the mechanisms of crack self-sealing and healing and have led to the blooming of a number of self-healing stimulating and engineering technologies, whose effectiveness has been soundly proved in the laboratory and, in a few cases, also scaled up to field applications, with ongoing performance monitoring. Nonetheless, the large variety of methodologies employed to assess the effectiveness of the developed self-healing technologies makes it necessary to provide a unified, if not standardized, framework for the validation and comparative evaluation of the same self-healing technologies as above. This is also instrumental to pave the way towards a consistent incorporation of self-healing concepts into structural design and life cycles analysis codified approaches, which can only promote the diffusion of feasible and reliable self-healing technologies into the construction market. In this framework the Working Group 2 of the COST Action CA 15202 “Self-healing as preventive repair of concrete structures – SARCOS” has undertaken the ambitious task reported in this paper. As a matter of fact this state of the art provides a comprehensive and critical review of the experimental methods and techniques, which have been employed to characterize and quantify the self-sealing and/or self-healing capacity of cement-based materials, as well as the effectiveness of the different self-sealing and/or self-healing engineering techniques, together with the methods for the analysis of the chemical composition and intrinsic nature of the self-healing products. The review will also address the correlation, which can be established between crack closure and the recovery of physical/mechanical properties, as measured by means of the different reviewed tests.eng
dc.formatPDF
dc.format.extentp. 115-142
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyCompendex
dc.relation.isreferencedbyScienceDirect
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttps://doi.org/10.1016/j.conbuildmat.2018.01.143
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleExperimental characterization of the self-healing capacity of cement based materials and its effects on the material performance: a state of the art report by COST Action SARCOS WG2
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references219
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionPolitecnico di Milano
dc.contributor.institutionGhent University
dc.contributor.institutionConsejo Superior de Investigaciones Científicas
dc.contributor.institutionPolitecnico di Torino
dc.contributor.institutionUniversity of Malta
dc.contributor.institutionUniversity of Cardiff
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionBen Gurion University of the Negev
dc.contributor.institutionUniversitat Politecnica de Valencia
dc.contributor.institutionTechnische Universitaet Dresden
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.enSelf-healing
dc.subject.enCementitious materials
dc.subject.enTest-methods
dc.subject.enDurability
dc.subject.enProperties
dc.subject.enMechanical properties
dc.subject.enSelf-healing products
dc.subject.enField evaluation
dcterms.sourcetitleConstruction and building materials
dc.description.volumeVol. 167
dc.publisher.nameElsevier
dc.publisher.cityOxford
dc.identifier.doi000430897200012
dc.identifier.doi2-s2.0-85041536273
dc.identifier.doi10.1016/j.conbuildmat.2018.01.143
dc.identifier.elaba28540405


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