Nonlinear numerical analysis of reinforced concrete beams under high temperature

Geda, Edgaras; Kaklauskas, Gintaris; Bačinskas, Darius

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/136802

Nonlinear numerical analysis of reinforced concrete beams under high temperature

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje Web of Science duomenų bazėje / Article in conference proceedings in Web of Science database (P1a1)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB (P1a)

Author(s)

Author	Affiliation
Geda, Edgaras	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Kaklauskas, Gintaris	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Bačinskas, Darius	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Nonlinear numerical analysis of reinforced concrete beams under high temperature

[en]

Edgaras Geda, Gintaris Kaklauskas, Darius Bačinskas

Is part of

The 8th International conference Modern building materials, structures and techniques : selected papers : May 19-21, 2004, Vilnius, Lithuania

Published In

Year	Start Page	End Page
2004	417	424

Publisher

Vilnius : Technika, 2004

Referenced in Database(s)(DBs)

Conference Proceedings Citation Index - Science (Web of Science)

Extent

p. 417-424

URI

URI
https://hdl.handle.net/20.500.14911/136802
https://talpykla.elaba.lt/elaba-fedora/objects/elaba:3674342/datastreams/COVER/content

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

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 shown reasonable accuracy.