Show simple item record

dc.contributor.authorPrentkovskis, Olegas
dc.contributor.authorTretjakovas, Jurijus
dc.contributor.authorŠvedas, Audrius
dc.contributor.authorBieliatynskyi, Andrii
dc.contributor.authorDaniūnas, Alfonsas
dc.contributor.authorKrayushkina, Kateryna
dc.date.accessioned2023-09-18T19:13:28Z
dc.date.available2023-09-18T19:13:28Z
dc.date.issued2012
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000024987
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/136884
dc.description.abstractTraffic safety mainly depends on vehicles, pedestrians and road infrastructure. On highways, the heaviest traffic accidents are associated with crossing of the dividing strips by a vehicle and its collision with side obstacles on the junction or road bridge exit. These accidents often occur, when vehicles, running at a high speed, collide with obstacles, which may cause human injuries. In such cases, the probability of fatalities or heavy injuries to people in a traffic accident is very high. Road traffic infrastructure plays an important part in ensuring traffic safety on urban roads and highways. It includes guardrails, speed bumps, pedestrian safety islands, traffic regulation systems, road information infrastructure, etc. Guardrail (known as civil engineering element and traffic safety element) installation may help to reduce the number of human injuries and fatalities caused by traffic accidents. Guardrails of various types are installed on the roads of Lithuania and Ukraine. Guardrails, consisting of metal posts of the profile & and a protective beam of the profile W, i.e. ‘doublewave guardrails’, are among the most commonly used ones. The authors of this paper present the analysis of the deformation state of a double-wave guardrail (describing the strains and stresses of its elements).eng
dc.formatPDF
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyICONDA
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttp://www.tandfonline.com/doi/pdf/10.3846/13923730.2012.731252
dc.titleThe analysis of the deformation state of the double-wave guardrail mounted on bridges and viaducts of the motor roads in Lithuania and Ukraine
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references57
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionLietuvos teismo ekspertizės centras
dc.contributor.institutionNational Aviation University, Kiev
dc.contributor.facultyTransporto inžinerijos fakultetas / Faculty of Transport Engineering
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 003 - Transporto inžinerija / Transport engineering
dc.subject.enTraffic safety
dc.subject.enMotor road
dc.subject.enTraffic accident
dc.subject.enGuardrail
dc.subject.enPost
dc.subject.enBeam
dc.subject.enDeformation state
dc.subject.enStress
dc.subject.enDeflection
dc.subject.enFinite element method
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 5
dc.description.volumeVol. 18
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi000309445300015
dc.identifier.doi2-s2.0-84867461888
dc.identifier.doi10.3846/13923730.2012.731252
dc.identifier.elaba3990874


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