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Steel and Composite Structures
  Volume 1, Number 3, September 2001, pages 355-376
DOI: http://dx.doi.org/10.12989/scs.2001.1.3.355
 


Cyclic behaviour of end-plate beam-to-column composite joints
Rui Simoes, Luis Simoes da Silva and Paulo J.S. Cruz(Portugal)

 
Abstract
    An experimental research program on end-plate beam-to-column composite joints under cyclicrnloading is presented. The major focus relates to the identification of the contribution of the concreternconfinement in composite columns to the behaviour of the joint, on internal nodes and external nodes,rntogether with an assessment of degradation of strength and stiffness in successive loading cycles. From thernexperimental results it was possible to identify the various failure modes and to fit the correspondingrnhysteretic curves to the Richard-Abbott and Mazzolani models. These curve-fitting exercises highlighted thernneed to adapt both models, either for improved ease of application, or to deal with some aspects previously notrncovered by those models.
 
Key Words
    composite joints; cyclic behaviour; end-plate; composite columns; hysteretic curves.
 
Address
Rui Simoes and Luis Simoes da Silva, Departamento de Engenharia Civil, Universidade de Coimbra, Polo II, Pinhal de Marrocos, 3030 Coimbra, PortugalrnPaulo J.S. Cruz, Departamento de Engenharia Civil, Universidade do Minho,rnAzurem, 4800-058 Guimaraes, Portugal
 

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