The analysis of deflection of composite steel-concrete beams with partial shear connection

Valivonis, Juozas; Marčiukaitis, Jonas Gediminas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/122003

The analysis of deflection of composite steel-concrete beams with partial shear connection

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje užsienio tarptautinės konferencijos medžiagoje / Article in peer-reviewed foreign international conference proceedings (P1d)

Publication Type (eLABa)

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

Author(s)

Author	Affiliation
Valivonis, Juozas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Marčiukaitis, Jonas Gediminas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

The analysis of deflection of composite steel-concrete beams with partial shear connection

[en]

Juozas Valivonis, Jonas Gediminas Marčiukaitis

Is part of

Proceedings of the 3rd international conference on stell and composite structures (ICSCS'07), Manchester, UK, 30 July - 1 August 2007

Published In

Year	Start Page	End Page
2007	217	222

Publisher

London : Taylor & Francis, 2007

Extent

p. 217-222

URI

URI
https://hdl.handle.net/20.500.14911/122003

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Results of experimental and theoretical investigation of deflection of composite steel and concrete beams with different shear connectors are analyzed in this article. A composite beam made of I profile steel beam with 50 mm wide concrete slab with different quantity and shape of shear connectors were tested. A method for calculation of deflection of composite beam, which theoretically estimates the stiffness of the shear connection, based on "built-up bars theory" is also proposed. Theoretical results have good coincidence with experimental results.