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dc.contributor.authorRudnov, V.en
dc.contributor.authorBelyakov, V.en
dc.contributor.authorMoskovsky, S.en
dc.date.accessioned2024-03-21T08:51:24Z-
dc.date.available2024-03-21T08:51:24Z-
dc.date.issued2016-
dc.identifier.citationRudnov V. Properties and Design Characteristics of the Fiber Concrete / V. Rudnov, V. Belyakov, S. Moskovsky // Procedia Engineering. — 2016. — Vol. 150. — P. 1536-1540.en
dc.identifier.issn1877-7058-
dc.identifier.other67930id
dc.identifier.otherhttp://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=84984824869m
dc.identifier.otherhttps://doi.org/10.1016/j.proeng.2016.07.107pdf
dc.identifier.other2f93bd4e-451c-4c50-8363-397ac4ab1553pure_uuid
dc.identifier.urihttp://elar.urfu.ru/handle/10995/75648-
dc.description.abstractUnder the contemporary conditions of permanent construction complication, the volume of reinforce-concrete structures that are in the process of exploitation of building function in the conditions of difficult loading is growing: they are exposed to the slanting bend, twisting and dynamic influences. These structures include foundations and ceilings of productive buildings installed with the use of vibrating equipment (flatting mills, press, metal-working machine-tools), beams for a faucet, highway coverage, bridge elements, air strips of the air fields, body elements of hydro energetic objects. The complex loaded structures shall meet the stringent requirements not only in terms of bending and compression resistance but also in terms of structural integrity maintenance (crack resistance). In case of the technological process change or formation of defects and damages, repair of these elements is not possible - they can be only replaced, and this will demand to stop the production, sort out a high-cube of reinforced-concrete structures and, consequently, lead to material expenses comparable with a new building construction. An increase of the exploitation term of the complex loaded reinforce-concrete structures is a topical and economically demanded research. © 2016 Published by Elsevier Ltd.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherElsevier Ltden
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.rightscc-by-nc-ndother
dc.rightsgoldother
dc.sourceProcedia Engineeringen
dc.subjectDENSITYen
dc.subjectFIBER CONCRETEen
dc.subjectGLASSen
dc.subjectPROPERTIES OF MATERIALen
dc.subjectSTEELen
dc.subjectSTRUCTURE OF CONCRETEen
dc.subjectCONCRETE BUILDINGSen
dc.subjectCONCRETE CONSTRUCTIONen
dc.subjectCONSTRUCTIONen
dc.subjectDENSITY (SPECIFIC GRAVITY)en
dc.subjectGLASSen
dc.subjectMACHINE TOOLSen
dc.subjectMETAL WORKINGen
dc.subjectREINFORCED CONCRETEen
dc.subjectSTEELen
dc.subjectSTEEL FIBERSen
dc.subjectBUILDING CONSTRUCTIONen
dc.subjectCOMPRESSION RESISTANCEen
dc.subjectDESIGN CHARACTERISTICSen
dc.subjectFIBER-CONCRETEen
dc.subjectINTEGRITY MAINTENANCEen
dc.subjectREINFORCE CONCRETE STRUCTUREen
dc.subjectSTRINGENT REQUIREMENTen
dc.subjectTECHNOLOGICAL PROCESSen
dc.subjectCONCRETESen
dc.titleProperties and Design Characteristics of the Fiber Concreteen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.conference.name2nd International Conference on Industrial Engineering, ICIE 2016en
dc.conference.date19 May 2016 through 20 May 2016-
dc.identifier.doi10.1016/j.proeng.2016.07.107-
dc.identifier.scopus84984824869-
local.affiliationUral Federal University Named after the 1st President of Russia B.N.Yeltsin, 19, Mira Street, Yekaterinburg, 620002, Russian Federationen
local.affiliationUral State Universty of Railway Transport, Kolmogorova St., 66, Yekaterinburg, 620034, Russian Federationen
local.contributor.employeeРуднов Василий Сергеевичru
local.contributor.employeeБеляков Владимир Александровичru
local.description.firstpage1536-
local.description.lastpage1540-
local.volume150-
dc.identifier.wos000387965000236-
local.identifier.pure1311044-
local.identifier.eid2-s2.0-84984824869-
local.identifier.wosWOS:000387965000236-
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