Results of the test of timber-concrete composite joisted floor sub-components’ inter-connections

Gurkšnys, Kęstutis; Kvedaras, Audronis Kazimieras; Valiūnas, Balys

Use this url to cite publication: https://hdl.handle.net/20.500.14911/135386

Results of the test of timber-concrete composite joisted floor sub-components’ inter-connections

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
Gurkšnys, Kęstutis	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Kvedaras, Audronis Kazimieras	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)
Valiūnas, Balys	Metalinių ir kompozitinių konstrukcijų katedra / Department of Steel and Composite Structures (0259)

Title

Results of the test of timber-concrete composite joisted floor sub-components’ inter-connections

[en]

Kęstutis Gurkšnys, Audronis Kvedaras, Balys Valiūnas

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	6

Publisher

Vilnius : Technika, 2004

Extent

p. 1-6

URI

URI
https://hdl.handle.net/20.500.14911/135386

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

The subject of this paper is the structural solution on the joisted floor when the timber joist of composite cross-section and the concrete slab are interconnected via a special semi-rigid connection and form a timber-concrete joisted floor composite element. Its tension bottom flange is formed of solid timber boards, the web is formed of oriented strand boards (OSB) and the compressive top flange is formed of a concrete slab into which a part of the web is let in. Studies were carried out on two types of connectors in this part of the web between OSB and concrete slabs that should increase the stiffness of this connection. Theoretical and experimental researches on inter-behaviour of connections of the sub-components of timber-concrete composite joisted floor were carried out, the obtained results are provided and evaluated.