Design of spun concrete columns reinforced by high-strength steel bars

Kliukas, Romualdas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/144681

Design of spun concrete columns reinforced by high-strength steel bars

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
Kliukas, Romualdas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)

Title

Design of spun concrete columns reinforced by high-strength steel bars

[en]

Romualdas Kliukas

Title in other language

Centrifūguotųjų gelžbetoninių kolonų, armuotų didelio stiprumo plieno strypais, projektavimas

[lt]

Is part of

Modern building materials, structures and techniques : proceedings of the 9th international conference, held on May 16-18, 2007 Vilnius, Lithuania [CD] / IABSE Lithuanian Group, Lithuanian Academy of Sciences, VGTU Civil Engineering Faculty

Published In

Year	Start Page	End Page
2007	1	7

Publisher

Vilnius : Technika, 2007

Extent

p. 1-7

URI

URI
https://hdl.handle.net/20.500.14911/144681

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The expediency of using precast spun concrete columns and other members of annular cross sections reinforced by high-strength steel bars is discussed. Test material properties, efficiency factors and ultimate compressive stresses of plain and reinforced concrete specimens are presented. Modeling of a bearing capacity of eccentrically loaded members of annular cross sections are based on the concepts of bending with an axial force and compression with a bending moment. The comparison of modeling and test data of axially and eccentrically loaded members is analysed.