Open Access Journal

ISSN : 2456-1290 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

International Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

Studies on Behavior of Bolted Beam-Column Joints

Author : Dr. Aravindkumar. B. Harwalkar 1 Sunil Police Patil 2

Date of Publication :7th October 2016

Abstract: The behaviour of joints or connections is very complex due to the various factors which influence them, such as geometric imperfection, lack of fit, residual stresses, connection flexibility, geometric complexity, slipping, and non-linear load deformation characteristics. In bolted joints, a variety of components such as angles cleats, end plates, stiffeners, and bolts are used to transfer and disperse loads from one member to the other. Due to use of bolts continuous load paths are employed to transfer the loads. Connections are often the critical component in a structure, and if they fail, progressive collapse is imminent. Therefore, a test program was aimed at investigating the behavior of a bolted beam-column connection such as unstiffened seated connection, stiffened seated connection, and moment resisting. Non-linear analysis was also performed using ANSYS software to compare the results. The study revealed that stiffened seated connection has got higher load carrying capacity and resilience. The analytical approach by ANSYS method can be adopted using modification factors.

Reference :

    1. Chen, S.J., Yeh, C.H and Chu, J.M., “Ductile Steel Beam-to-Column Connections for Seismic Resistance”, Journal of Structural Engineering, ASCE, Vol 122(11), 1996, pp 1292- 1299.
    2. Cheol, M.Y., and Young, M.K., “Cyclic Behaviour of Bolted and Welded Beam to Column Joints”, International Journal of Mechanical Sciences, doi:10.1016/j.ijmecsci.2006.09.022.
    3. IS: 800 (2007), General Construction in Steel – Code of Practice, Bureau of Indian Standards, New Delhi, 2007
    4.  N. Subramanian. “Design of Steel Structures” Oxford Higher Education.
    5. S.Loganathan1, and C.G.Sivakumar, “Experimental Study on Steel Semi-Rigid Beam-Column Joints under Quasi Static Loading”, International Journal of Engineering Science Invention, Volume 2 Issue 10, October 2013, PP.39 49.
    6. Shemy S. Babu and S. Sreekumar “A Ductility Behaviour on Bolted Beam-Column joint”, International Journal of Modern Engineering Research, Vol.2, Issue.5, Sep-Oct. 2012 pp3517-3521

    1. Chen, S.J., Yeh, C.H and Chu, J.M., “Ductile Steel Beam-to-Column Connections for Seismic Resistance”, Journal of Structural Engineering, ASCE, Vol 122(11), 1996, pp 1292- 1299.
    2. Christopoulos,C., Filiatrault,A., Uang,C.M., and Folz,B., “Post Tensioned Energy Dissipating Connections for Moment-Resisting Steel Frames”, Journal of Structural Engineering, Vol 128(9), 2002,pp 1111
    3. D.Dubina, A. Stratan,”Behaviour of Welded Connections of Moment Resisting Frames Beam to column joints”, Airticle in Engineering structures, 2002, pp1-16.
    4. JohnParfitt,Jr.Wai-fahchen,”Tested of Welded steel beam-column moment connection”.Dec 1974 Frixtx Engineering Laboratory Report no.333.30.
    5. Kiyoshi KANETA, “Cumulative Damage of Welded Beam-To-Column connections In steel structures subjected to Destructivr Earthquakes

Recent Article