Moment Rotation behavior of Top and Seat Angle Connection with Angle Stiffeners

Abstract

The design specifications for seven commonly used semi-rigid steel connections have been embodied in Indian Standard Code of Practice for General Construction in Steel (IS800:2007). Bolted connections are proved to be efficient by several researchers for its energy dissipating capability under reversal of loading; among them top and seat angle (TSA) connection has higher capacity. An attempt has been made to investigate the behaviour of stiffened TSA connection by finite element analysis in this research.  Previously published experimental specimens of TSA connection (RAMAN 2005) semi-rigid TSA bolted connection and their results have been considered to develop 3D Non-linear Finite Element (FE) model and analyses have been executed using the general purpose FE software.  The M-?_r behavior of numerical analyses are compared with that of the experimental results and thus, the FE model is validated.  Further studies are carried out on TSA with all angles stiffened and TSA with angles subjected to tension alone are stiffened.  The FE analysis results showed that TSA connection with only tension angles stiffened behave similar to that of TSA connection with all angles stiffened i.e., the stiffeners provided in compression angles does not contribute to the stiffness and connection capacity.  The plastic flexural resistance of stiffened TSA connection has enhanced by 30% to that of TSA connection and the ratio of initial stiffness of stiffened TSA to the unstiffened TSA is found to be 1.25.  So, the stiffened TSA connection is proved to be efficient in terms of both capacity and failure.  The further studies have been carried out to investigate the influence of stiffener properties on the M-?_r mechanism of the connection and the results showed that thickness of stiffener equal to the beam web thickness is more efficient