Non-linear modelling of reinforced concrete beams subjected to fire

Gribniak, Viktor; Bačinskas, Darius; Kaklauskas, Gintaris

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/145366

Non-linear modelling of reinforced concrete beams subjected to fire

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje užsienio konferencijos medžiagoje / Article in peer-reviewed foreign conference proceedings (P1g)

Publication Type (eLABa)

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

Author(s)

Author	Affiliation
Gribniak, Viktor	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)
Kaklauskas, Gintaris	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Non-linear modelling of reinforced concrete beams subjected to fire

[en]

V. Gribniak, D. Bacinskas & G. Kaklauskas

Is part of

Urban habitat constructions under catastrophic events: proceedings of workshop, Prague 30-31.3.2007 / European Co-operation in the field of Scientific and Technical Research, European Science Foundation

Published In

Year	Start Page	End Page
2007	53	58

Publisher

Prague : Czech Technical University in Prague, 2007

Extent

p. 53-58

URI

URI
https://hdl.handle.net/20.500.14911/145366

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

This paper presents a strategy of numerical simulation of reinforced concrete members exposed to high temteratures 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. 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.