Damage Index of Steel Members under Severe Cyclic Loading

  • Park, Yeon-soo (Department of Civil Engineering, Chonnam National University) ;
  • Han, Suk-yeol (Department of Civil Engineering, Chonnam National University) ;
  • Suh, Byoung-chal (Department of Civil Engineering, Chonnam National University) ;
  • Jeon, Dong-ho (Department of Civil Engineering, Chonnam National University) ;
  • Park, Sun-joon (Department of Civil Engineering, Dongshin University)
  • Published : 2003.03.01

Abstract

This paper aims at investigating the damage process of steel members leading to the failure under strong repeated loading, proposing the damage index using various factors related to the damage, and developing the analysis method for evaluating the damage state. Cantilever-type steel members were analyzed under uniaxial load and combined with a constant axial load, considering a horizontal displacement history. In analyzing the models, loading patterns and steel types (SS400, SM570, Posten80) were considered as main parameters. From the analysis results, the effects of parameter on the failures mode, the deformation capacity, the damage process are also discussed. Each failure process was compared as steel types. Consequently, the failure of steel members under strong repeated loading was determined by loading. Especially it was seen that the state of the failure is closely related to the local strain.

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