Experimental analysis of reinforced fibre-concrete beams

Gribniak, Viktor; Holschemacher, Klaus; Kaklauskas, Gintaris; Bačinskas, Darius; Ulbinas, Darius; Sokolov, Aleksandr; Meškėnas, Adas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/129874

Experimental analysis of reinforced fibre-concrete beams

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
Gribniak, Viktor	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Holschemacher, Klaus	Leipzig University of Applied Science
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)
Ulbinas, Darius	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Sokolov, Aleksandr	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Meškėnas, Adas	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Experimental analysis of reinforced fibre-concrete beams

[en]

V. Gribniak, K. Holschemacher, G. Kaklauskas, D. Bačinskas, D. Ulbinas, A. Sokolov, A. Meškėnas

Is part of

Mechanika-2011: proceedings of the 16th international conference, 7, 8 April, 2011, Kaunas University of Technology, Lithuania

Published In

Year	Start Page	End Page
2011	93	97

Publisher

Kaunas : Technologija

Referenced in Database(s)(DBs)

ISI Proceedings

Extent

p. 93-97

URI

URI
https://hdl.handle.net/20.500.14911/129874

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Mechanikos inžinerija / Mechanical Engineering (T009)

Keywords (en)

Abstract (en)

This paper presents experimental results of reinforced fibre-concrete beams. The beams were made using different contents of steel fibres (0-1.5% by volume). The numerical procedure developed by the research group for inverse analysis of deformational behaviour of flexural members was used for deriving free-of-shrinkage stress-strain relationships of cracked tensile concrete. This technique is based on layer model and smeared crack approach.