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/20.500.14911/135378

Nonlinear numerical analysis of reinforced concrete beams under high temperature

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

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]

E. Geda, G. Kaklauskas, D. Bačinskas

Is part of

Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD]

Published In

Year	Start Page	End Page
2004	1	5

Publisher

Vilnius : Technika, 2004

Extent

p. 1-5

URI

URI
https://hdl.handle.net/20.500.14911/135378

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

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 been carried out.