Open AccessSchematic of monotonic shear test for hollow circle elements no stirrups
Author(s) -
Sri Hartati Candra Dewi,
Rendy Thamrin,
Z Zaidir,
Sabril Haris
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/737/1/012044
Subject(s) - schematic , structural engineering , shear (geology) , monotonic function , finite element method , geometry , materials science , engineering , mathematics , mathematical analysis , composite material , electronic engineering
The shear behavior of reinforced concrete beams with circular cross-sections is different from beams with rectangular cross-sections. Most shear formulations designed for circular parts are based on rectangular sections. This study aims to obtain a scheme for testing the hollow circle elements without stirrups by simple structural analysis. There were two layouts analyzed before an experiments. Layout A is an element with one hole in the middle, and B is an element with two holes at the end of the element. This study was by trial and error structural analyzed. The elements had set up with two vertical loading points and two placement points with different positions. The result is the distance between loading and placement with an equal moment. The shear force in layout B is greater than the shear force in layout A.