Open AccessRESISTANCE OF COMPRESSION ELEMENTS STRENGTHENED WITH HOOPS MADE OF SELF-COMPACTING FIBER CONCRETE TO STRESSES ARISING FROM BENDING AND AXIAL LOADING
Author(s) -
П. Г. Поднебесов,
В. В. Теряник,
P. G. Podnebesov,
V. V. Teryanik
Publication year - 2016
Publication title -
vestnik ûžno-uralʹskogo gosudarstvennogo universiteta. seriâ, stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2411-4693
pISSN - 1991-9743
DOI - 10.14529/build160304
Subject(s) - materials science , cylinder stress , structural engineering , compression (physics) , bending , composite material , stress (linguistics) , fiber , engineering , ultimate tensile strength , linguistics , philosophy
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