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dc.contributor.authorAndriichuk, O.-
dc.contributor.authorYasiuk, I.-
dc.contributor.authorUzhehov, S.-
dc.contributor.authorPalyvoda, Oleksandr-
dc.contributor.authorПаливода, Олександр Анатолійович-
dc.contributor.authorПаливода, Александр Анатольевич-
dc.date.accessioned2021-07-13T06:22:38Z-
dc.date.available2021-07-13T06:22:38Z-
dc.date.issued2021-
dc.identifier.citationExperimental research strength characteristics of steel fiber reinforced concrete gutters and modeling of their work using the finite element method / O. Andriichuk, I. Yasiuk, S. Uzhehov, O. Palyvoda // Proceedings of EcoComfort 2020 : proceedings of the International scientific conference EcoComfort and current issues of civil engineering. – 2021. – P. 1–8. – (Lecture Notes in Civil Engineering ; vol. 100). – DOI: 10.1007/978-3-030-57340-9_1.uk_UA
dc.identifier.isbnSoftcover ISBN 978-3-030-57342-3-
dc.identifier.isbnHardcover ISBN 978-3-030-57339-3-
dc.identifier.isbneBook ISBN 978-3-030-57340-9-
dc.identifier.issnE-ISSN 2366-2565-
dc.identifier.issn2366-2557-
dc.identifier.urihttp://ds.knu.edu.ua/jspui/handle/123456789/3466-
dc.description.abstractSteel fiber reinforced concrete and structures based on it have increased crack resistance, toughness and elasticity, abrasion resistance, service life and are less sensitive to vibration and shock effects than similar structures with typical reinforcement. These elements at short-term and repeated loads three series of experimental researches have been conducted. Testing of prototypes (gutters) is performed by applying a central vertical load to the metal traverse beam acting on the gutter as evenly distributed. The results of experimental research of strength characteristics the steel fiber concrete, reinforced concrete and steel fiber reinforced concrete in gutters under the action of single and repeated loads are given. The results of the simulation of gutters using the finite element method also presented. Increasing the percentage of reinforcement with steel fibers gives an increase in carrying capacity for SFRC gutters at repeated low-cycle loads. Cracks in RC and SFRRC samples were with direct nature, while in SFRC samples they were with net nature.uk_UA
dc.language.isoenuk_UA
dc.publisherSpringer, Chamuk_UA
dc.subjectreinforced concreteuk_UA
dc.subjectsteel fiber reinforced concreteuk_UA
dc.subjectsteel fiber rebar reinforced concreteuk_UA
dc.subjectsteel fiberuk_UA
dc.subjectdrainageuk_UA
dc.subjectgutteruk_UA
dc.subjectload-bearing capacityuk_UA
dc.subjectstrengthuk_UA
dc.subjectcrack resistanceuk_UA
dc.subjectmodelinguk_UA
dc.subjectfinite elementsuk_UA
dc.subjectSFRCuk_UA
dc.titleExperimental research strength characteristics of steel fiber reinforced concrete gutters and modeling of their work using the finite element methoduk_UA
dc.typeArticleuk_UA
local.submitter.emaildspace_knu@knu.ed...uk_UA
Розташовується у зібраннях:Кафедра теплогазoводопостачання, водовідведення і вентиляції
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