| dc.contributor.author | Geda, Edgaras | |
| dc.contributor.author | Kaklauskas, Gintaris | |
| dc.contributor.author | Bačinskas, Darius | |
| dc.date.accessioned | 2023-09-18T19:05:06Z | |
| dc.date.available | 2023-09-18T19:05:06Z | |
| dc.date.issued | 2004 | |
| dc.identifier.other | (BIS)VGT02-000007862 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/135378 | |
| dc.description.abstract | Reinforced concrete structures subjected to fire will generally experience complex behaviour. This paper presents a strategy of numerical simulation of reinforced concrete members exposed to high temperatures and subjected to external loading. Finite element modelling of full load – deflection behaviour of experimental reinforced concrete beams reported in the literature has been carried out by the FE software ATENA. A constitutive model based on Eurocode 2 specifications has been used in the analysis. Comparison of numerical simulation and test results has been carried out. | eng |
| dc.format.extent | p. 1-5 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | Nonlinear numerical analysis of reinforced concrete beams under high temperature | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| dc.type.pubtype | P1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings | |
| 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 | |
| dcterms.sourcetitle | Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD] | |
| dc.publisher.name | Technika | |
| dc.publisher.city | Vilnius | |
| dc.identifier.elaba | 3662226 | |
