RESISTANCE OF COMPRESSION ELEMENTS STRENGTHENED WITH HOOPS MADE OF SELF-COMPACTING FIBER CONCRETE TO STRESSES ARISING FROM BENDING AND AXIAL LOADING | Zendy

P Podnebesov | Zendy; V. V. Teryanik | Zendy

Open Access

RESISTANCE OF COMPRESSION ELEMENTS STRENGTHENED WITH HOOPS MADE OF SELF-COMPACTING FIBER CONCRETE TO STRESSES ARISING FROM BENDING AND AXIAL LOADING

Author(s) -

P Podnebesov,

V. V. Teryanik

Publication year - 2016

Publication title -

bulletin of south ural state university series construction engineering and architecture

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

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