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

Kliukas, Romualdas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/118465

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

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
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

Is part of

The 9th international conference Modern building materials, structures and techniques: selected papers, May 16-18, 2007 Vilnius, Lithuania / International Association for Bridges and Structural Engineering, European Council of Civil Engineers, The Association of European Civil Engineering Faculties, Lithuanian Academy of Science, Vilnius Gediminas Technical University. Vol. 2

Published In

Year	Start Page	End Page
2007	648	653

Publisher

Vilnius : Technika, 2007

Referenced in Database(s)(DBs)

ISI Proceedings

Extent

p. 648-653

URI

URI
https://hdl.handle.net/20.500.14911/118465

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.