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

Authors

  • Pavel Genadievich Podnebesov Author
  • Vladimir Vasilievich Teryanik Author

Abstract

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. 

Author Biographies

  • Pavel Genadievich Podnebesov
    аспирант кафедры «Промышленное и гражданское строительство»
  • Vladimir Vasilievich Teryanik
    кандидат технических наук, доцент, заведующий кафедрой «Промышленное и гражданское строительство»

Issue

Vol. 16 No. 3 (2016): Вестник ЮУрГУ. Серия «Строительство и архитектура»

Section

Engineering structures theory