| dc.contributor.author | Cervenka, Vladimir | |
| dc.contributor.author | Rimkus, Arvydas | |
| dc.contributor.author | Gribniak, Viktor | |
| dc.contributor.author | Cervenka, Jan | |
| dc.date.accessioned | 2023-12-22T07:06:17Z | |
| dc.date.available | 2023-12-22T07:06:17Z | |
| dc.date.issued | 2023 | |
| dc.identifier.issn | 2509-7075 | |
| dc.identifier.other | (crossref_id)153355121 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/xmlui/handle/123456789/153636 | |
| dc.description.abstract | A reliable crack width assessment is a basic part of the sustainability control of the reinforced concrete structures subjected to corrosion degradation. The uncertainty of the concrete cracking model based on a finite element method and nonlinear fracture mechanics is investigated. The parameters of numerical model, such as the finite element mesh size and amount and arrangement of reinforcement are the subject of a case study. The uncertainty of the crack width model is verified on the experimental data from the tests of reinforced concrete beams. The constitutive model of crack propagation is based on the smeared cracks. The effects of numerical discretization as well as dimensional simplification are shown. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 60-69 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.rights | Laisvai prieinamas internete | |
| dc.source.uri | https://talpykla.elaba.lt/elaba-fedora/objects/elaba:177910216/datastreams/MAIN/content | |
| dc.title | Uncertainty of the crack width model based on fracture of concrete | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| dcterms.license | Creative Commons – Attribution – 4.0 International | |
| dcterms.references | 0 | |
| dc.type.pubtype | P1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings | |
| dc.contributor.institution | Cervenka Consulting s.r.o. Prague Czech Republic | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.contributor.department | Statinių ir tiltų konstrukcijų institutas / Institute of Building and Bridge Structures | |
| 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 | Smeared crack model | |
| dc.subject.en | crack width | |
| dc.subject.en | fracture energy | |
| dc.subject.en | model uncertainty | |
| dcterms.sourcetitle | ce / papers. Proceedings in civil engineering | |
| dc.description.issue | iss. 5 | |
| dc.description.volume | vol. 6 | |
| dc.publisher.name | Ernst & Sohn GmbH | |
| dc.publisher.city | Berlin | |
| dc.identifier.doi | 153355121 | |
| dc.identifier.doi | 10.1002/cepa.v6.5 | |
| dc.identifier.elaba | 177910216 | |
