On strenght and safety in compression of high-strength concrete members reinforced by high-strength steel bars

Kudzys, Antanas; Kliukas, Romualdas; Vadlūga, Romualdas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/131257

On strenght and safety in compression of high-strength concrete members reinforced by high-strength steel bars

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
Kudzys, Antanas	Kauno technologijos universiteto Architektūros ir statybos institutas
Kliukas, Romualdas	Taikomosios mechanikos katedra / Department of Applied Mechanics (0260)
Vadlūga, Romualdas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

On strenght and safety in compression of high-strength concrete members reinforced by high-strength steel bars

[en]

A. Kudzys, R. Kliukas, R. Vadlūga

Is part of

6th International Symposium on Utilization of High Strength/High Perfomance Conrete, Leipzig, June 2002: proceedings. Vol. 1

Published In

Year	Start Page	End Page
2002	315	320

Publisher

Leipzig : Verein der Freunde des Bauingenieur-und Wirtschaftsingenieurwesens an der Universität Leipzig, 2002

Extent

p. 315-320

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/131257
https://search.worldcat.org/title/Proceedings-6th-International-Symposium-on-Utilization-of-High-StrengthHigh-Performance-Concrete-:-Leipzig-June-2002.-Vol.-1/oclc/834159454	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Expediency to use high-strength steel bars as longitudinal reinforcement for concrete members subjected to compression by axial forces and by the forces with small additional eccentricity is under consideration. The effect of concrete grade and reinforcement ratio of longitudinal bars on the behavior of reinforced concrete memebers in compression failure and on their structural safet is analysed.