Reinforcement of compressed reinforced concrete structures with  composite materials

dc.contributor.author	Kuralov, U.S.
dc.contributor.author	Nashraliev, Z.T.
dc.contributor.author	Altigenov, U.B.
dc.contributor.author	Amanov, B.N.
dc.date.accessioned	2024-12-05T10:41:10Z
dc.date.available	2024-12-05T10:41:10Z
dc.date.issued	2023
dc.identifier.isbn	978-1-003-29912-7
dc.identifier.other	DOI: 10.1201/9781003299127-376
dc.identifier.uri	http://rep.enu.kz/handle/enu/19888
dc.description.abstract	There are presented the results of an experimental study of the strength of compressed reinforced concrete elements with polymer-reinforced plastics FIBARM TAPE 530/300. Reinforcement of compressed reinforced concrete elements with cages made of fiberreinforced plastics causes triaxial compression in concrete, in which the strength of the elements can increase several times. Gluing clips of unidirectional vertical grids led to an increase in the strength of the compressed elements of a circular cross-section.	ru
dc.language.iso	en	ru
dc.publisher	Smart Geotechnics for Smart Societies	ru
dc.subject	Amplification	ru
dc.subject	Fiber reinforced plastic	ru
dc.subject	Carbon fiber	ru
dc.subject	Composite	ru
dc.subject	Static loading	ru
dc.subject	Deformation	ru
dc.title	Reinforcement of compressed reinforced concrete structures with composite materials	ru
dc.type	Article	ru