Numerical tests of steel beam-to-column semi-rigid connections
DOI: https://doi.org/10.3846/13923730.2003.10531342Abstract
This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M-Φ curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a significant influence of inclination of beam and quantity and location of bolts on the joint rigidity.
First Published Online: 26 Jul 2012
Keywords:
steel structures, semi-rigid joints, beam-to-column connections, moment-rotation curve, finite element method, numerical testsHow to Cite
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Copyright (c) 2003 The Author(s). Published by Vilnius Gediminas Technical University.
This work is licensed under a Creative Commons Attribution 4.0 International License.
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Copyright (c) 2003 The Author(s). Published by Vilnius Gediminas Technical University.
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This work is licensed under a Creative Commons Attribution 4.0 International License.