dc.contributor.author | Šlaitas, Justas | |
dc.contributor.author | Šalna, Remigijus | |
dc.contributor.author | Valivonis, Juozas | |
dc.date.accessioned | 2023-09-18T16:20:37Z | |
dc.date.available | 2023-09-18T16:20:37Z | |
dc.date.issued | 2022 | |
dc.identifier.issn | 2073-4360 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/113340 | |
dc.description.abstract | In recent years, carbon fibre reinforced polymer (CFRP) laminates have conquered the structural rehabilitation market due to their ease and quick installation, high strength, anticorrosion properties, and other properties often repeated in the literature. The full potential of these high-strength elements can only be exploited by prestressing. However, the glued laminate joint is partially rigid, resulting in slippage that leads to premature debonding and failure. Therefore, anchoring of the laminate ends is required to stop or delay premature failure and/or perform prestressing. This article discusses the anchoring issues of CFRP laminates and guidelines for the development of anchoring systems. To achieve this goal, the laminate strip was bent, the required clamping forces were determined, possible cases of damage were identified, and individual stress concentrations were modelled. The methodology for calculating the anchor length and the pull-off force is also presented. | eng |
dc.format | PDF | |
dc.format.extent | p. 1-10 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | DOAJ | |
dc.relation.isreferencedby | INSPEC | |
dc.relation.isreferencedby | J-Gate | |
dc.relation.isreferencedby | PubMed | |
dc.source.uri | https://www.mdpi.com/2073-4360/14/12/2338/htm | |
dc.title | Anchoring issues of CFRP laminates to concrete members | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.accessRights | This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/) | |
dcterms.license | Creative Commons – Attribution – 4.0 International | |
dcterms.references | 52 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.studydirection | E05 - Statybos inžinerija / Civil engineering | |
dc.subject.vgtuprioritizedfields | SD0101 - Pažangios statinių konstrukcijos / Smart building structures | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | carbon fibre reinforced polymer | |
dc.subject.en | anchorage | |
dc.subject.en | damage | |
dc.subject.en | prestressing | |
dc.subject.en | bond length | |
dc.subject.en | retrofitting | |
dcterms.sourcetitle | Polymers: Special issue: Development in fiber-reinforced polymer composites | |
dc.description.issue | iss. 12 | |
dc.description.volume | vol. 14 | |
dc.publisher.name | MDPI | |
dc.publisher.city | Basel | |
dc.identifier.doi | 000817508200001 | |
dc.identifier.doi | 10.3390/polym14122338 | |
dc.identifier.elaba | 133115693 | |