Steel and Composite Structures

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Cyclic tests on bolted steel and composite double-sided beam-to-column joints

  • Dubina, Dan (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara) ;
  • Ciutina, Adrian Liviu (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara) ;
  • Stratan, Aurel (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara)
  • Received : 2001.11.26
  • Accepted : 2002.01.25
  • Published : 2002.04.25
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Abstract

This paper summarises results of the research performed at the Department of Steel Structures and Structural Mechanics from the "Politehnica" University of Timisoara, Romania, in order to evaluate the performance of beam-to-column extended end plate connections for steel and composite joints. It comprises laboratory tests on steel and composite joints, and numerical modelling of joints, based on tests. Tested joints are double-sided, with structural elements realised of welded steel sections. The columns are of cruciform cross-section, while the beams are of I section. Both monotonic and cyclic loading, symmetrically and antisymmetrically, has been applied. On the basis of tested joints, a refined computer model has been calibrated using a special connection element of the computer code DRAIN 2DX. In this way, a static/dynamic structural analysis of framed structures with real characteristics of the beam to column joints is possible.

Keywords

References

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