dc.contributor.author | Gribniak, Viktor | |
dc.contributor.author | Arnautov, Aleksandr K | |
dc.contributor.author | Norkus, Arnoldas | |
dc.contributor.author | Kliukas, Romualdas | |
dc.contributor.author | Tamulėnas, Vytautas | |
dc.contributor.author | Gudonis, Eugenijus | |
dc.contributor.author | Sokolov, Aleksandr | |
dc.date.accessioned | 2023-09-18T16:46:56Z | |
dc.date.available | 2023-09-18T16:46:56Z | |
dc.date.issued | 2016 | |
dc.identifier.issn | 1687-8434 | |
dc.identifier.other | (BIS)VGT02-000033076 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/116637 | |
dc.description.abstract | Although the efficiency of steel fibres for improving mechanical properties (cracking resistance and failure toughness) of the concrete has been broadly discussed in the literature, the number of studies dedicated to the fibre effect on structural behaviour of the externally bonded elements is limited. This experimental study investigates the influence of steel fibres on the failure character of concrete elements strengthened with external carbon fibre reinforced polymer sheets. The elements were subjected to different loading conditions. The test data of four ties and eight beams are presented. Different materials were used for the internal bar reinforcement: in addition to the conventional steel, high-grade steel and glass fibre reinforced polymer bars were also considered. The experimental results indicated that the fibres, by significantly increasing the cracking resistance, alter the failure character from splitting of the concrete to the bond loss of the external sheets and thus noticeably increase the load bearing capacity of the elements. | eng |
dc.format | PDF | |
dc.format.extent | p. 1-10 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | DOAJ | |
dc.relation.isreferencedby | INSPEC | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.source.uri | http://dx.doi.org/10.1155/2016/4913536 | |
dc.subject | FM03 - Fizinių, technologinių ir ekonominių procesų matematiniai modeliai ir metodai / Mathematical models and methods of physical, technological and economic processes | |
dc.title | Steel fibres: effective way to prevent failure of the concrete bonded with FRP sheets | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.references | 0 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | University of Latvia | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.contributor.faculty | Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences | |
dc.contributor.department | Statinių konstrukcijų mokslo institutas / Research Institute of Building Structures | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.ltspecializations | C101 - Civilinės inžinerijos mokslo centras / | |
dcterms.sourcetitle | Advances in materials science and engineering | |
dc.description.issue | art. no. 4913536 | |
dc.description.volume | vol. 2016 | |
dc.publisher.name | Hindawi | |
dc.publisher.city | New York | |
dc.identifier.doi | 000390773000001 | |
dc.identifier.doi | 10.1155/2016/491353 | |
dc.identifier.elaba | 19749821 | |