On the results of experimental and numerical studies of the stress-strain state of concrete structures reinforced with pre-stressed polymer composite links

dc.contributor.author	Piskunov A.
dc.contributor.author	Zinnurov T.
dc.contributor.author	Berezhnoi D.
dc.contributor.author	Umarov B.
dc.contributor.author	Volter A.
dc.contributor.author	Balafendieva I.
dc.date.accessioned	2020-01-15T21:48:49Z
dc.date.available	2020-01-15T21:48:49Z
dc.date.issued	2019
dc.identifier.issn	1742-6588
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/156152
dc.description.abstract	© 2019 IOP Publishing Ltd. As part of the work, experimental and numerical studies were carried out to assess the stress-strain state of concrete structures reinforced with polymer composite reinforcement. The experiment and numerical simulation obtained good consistency of the results. The research results showed that the pre-tension of links made of polymer composite reduces the deformability of the beams, by reducing the deflections by more than 4 times. Concrete structures, reinforced with pre-stressed strands of polymer composite, can be used in building structures for industrial and civil purposes, transport construction.
dc.relation.ispartofseries	Journal of Physics: Conference Series
dc.title	On the results of experimental and numerical studies of the stress-strain state of concrete structures reinforced with pre-stressed polymer composite links
dc.type	Conference Paper
dc.relation.ispartofseries-issue	3
dc.relation.ispartofseries-volume	1158
dc.collection	Публикации сотрудников КФУ
dc.source.id	SCOPUS17426588-2019-1158-3-SID85063810877

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Публикации сотрудников КФУ Scopus [24551]
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