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Resistance of compression elements strengthened with hoops made of self-compacting fiber concrete to stresses arising from bending and axial loading
Section: Теория расчета строительных конструкций
Article in issue: 3 т.16, 2016.
Free access
The results of the experimental study of the influence of the type of concrete in the hoop on the strength and deformability of compressed reinforced elements, tested on axial compression, are given. It is shown that the capacity of reinforced elements increases due to the hoop effect. A method of calculating reinforced elements subject to triaxial stress in round cross-section hoops is given.
self-compacting steel fiber concrete
\ eccentricity
\ hoop
\ fibre
\ hybrid reinforcement
Similar articles in the section Civil and structural engineering in general
Short address: https://sciup.org/147154456
IDS: 147154456 | UDC: 624.012 | DOI: 10.14529/build160304
