Open AccessCyclic load Analysis of beam column joint using ANSYS
Author(s) -
Pranali Wasnik,
S. S. Sanghai,
P. Y. Pawade
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1197/1/012056
Subject(s) - stirrup , structural engineering , joint (building) , beam (structure) , materials science , column (typography) , shear (geology) , bar (unit) , shear strength (soil) , engineering , composite material , geology , connection (principal bundle) , oceanography , soil science , soil water
Work on FE analysis with the addition stirrup bar at different spacing in beam under the cyclic loading for strengthen the joint. The most important part of developing the beam column joint when cyclic loading take place in seismic zone. Six samples with different characteristic are chosen, design as per ductile detailing IS 13920-2016 and non-ductile detailing as per IS 456-2000 and design on ANSYS. The result shows that addition of lateral reinforcement have more shear strength. From the all sample the shear strength is high in addition of stirrups at L/3 scaled and L/4 scaled.