Show simple item record

dc.contributor.authorVanagas, Egidijus
dc.contributor.authorKliukas, Romualdas
dc.contributor.authorLukoševičienė, Ona
dc.contributor.authorMaruschak, Pavlo
dc.contributor.authorPatapavičius, Andrius
dc.contributor.authorJuozapaitis, Algirdas
dc.date.accessioned2023-09-18T16:50:28Z
dc.date.available2023-09-18T16:50:28Z
dc.date.issued2017
dc.identifier.issn1648-4142
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/117441
dc.description.abstractAbout 92% of Lithuanian bridges are made of reinforced concrete. Therefore, the problem of increasing the reliability and service life of their structures is most important for ensuring effective operation of transport buildings. The main factor causing transport building structures’ failure is associated with high water permeability and low resistance to attack by corrosive media of concrete used in construction. Ports, bridges, tunnels, viaducts make a group of transport structures strongly attacked by the aggressive media, e.g. cold air, water, ice, salts, etc. Though the members of these structures (e.g. columns, beams) are usually designed for 50 years of service, they often require a major overhaul or strengthening, when less than the half of this period has passed. Most of the damaged structures are the destroyed protective concrete layer and the corroded steel reinforcement. The corrosion of steel reinforcement is the main problem, causing the decrease of strength in the structures’ and their brittle failure. Now, composite reinforcement is the alternative material used for reinforcing in the considered structures. Its mechanical properties, including the tensile strength and resistance to the attack of aggressive media, are similar to or even better than those of commonly used steel reinforcement. The experimental data on using composite reinforcement in the compression members or in the compressed zones of flexural members of the structures are lacking. Therefore, most of design codes do not mention or even do not recommend using composite reinforcement in these cases. The paper presents the analysis of the possibilities of using composite reinforcement in transport and power industry structures.eng
dc.formatPDF
dc.format.extentp. 321-329
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyAcademic Search Complete
dc.relation.isreferencedbyICONDA
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyVINITI RAN
dc.relation.isreferencedbyCompendex
dc.relation.isreferencedbyIndex Copernicus
dc.source.urihttps://journals.vgtu.lt/index.php/Transport/article/view/950/827
dc.subjectTD01 - Energiją ir aplinką tausojančios transporto priemonės / Energy saving and environment-friendly transport means
dc.titleA feasibility study of using composite reinforcement in transport and power industry structures
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references26
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionTernopil Ivan Pul’uj National Technical University
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 009 - Mechanikos inžinerija / Mechanical enginering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enComposite reinforcement
dc.subject.enColumns
dc.subject.enCircular cross-section
dc.subject.enStrength
dc.subject.enEconomic comparative analysis
dcterms.sourcetitleTransport
dc.description.issueno. 3
dc.description.volumeVol. 32
dc.publisher.nameTechnika; Taylor & Francis
dc.publisher.cityVilnius; Londonas
dc.identifier.doi000405336100009
dc.identifier.doi2-s2.0-85022201078
dc.identifier.doi10.3846/16484142.2017.1342689
dc.identifier.elaba23108080


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record