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THE STRAIN- STRESS STATE OF STEEL REINFORCED CONCRETE BEAMS

Authors: Krukhmalov, A. V.;

THE STRAIN- STRESS STATE OF STEEL REINFORCED CONCRETE BEAMS

Abstract

The experimental investigations of steel-reinforced concrete beams composed of double-T No. 16 and the reinforced concrete slab of size 220×60×1200 mm were conducted. Various types of anchors (loop, rod, rigid ones) were used as unifying means of the structure elements. The test on action of concentrated load applied in the middle of the beam length through the traverse was carried out. The convergence estimate for these experimental results with the data of theoretical calculations was done.

Keywords

Transportation engineering, TA1001-1280, double-t NO.16; steel and reinforced concrete beams; stress-strain state, steel and reinforced concrete beams, двотавр № 16; сталезалізобетонні балки; напружено-деформований стан, stress-strain state, двутавр № 16; сталежелезобетонные балки; напряженно-деформированное состояние, double-t NO.16

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
1
Average
Average
Average
gold