Finite element analysis of shear connection in composite beams exposed to fire

전단연결재의 내화성능에 대한 유한요소해석

  • 임옥근 (얼스터대학교, 건축환경학부) ;
  • 최승관 (한국소방산업기술원, 소방기술연구소)
  • Received : 2018.10.02
  • Accepted : 2018.12.20
  • Published : 2018.12.31

Abstract

A shear connection between the steel beam and concrete slab determines the stability of composite beams. An extensive numerical study to evaluate the resistance of the shear connection in a solid slab at high temperature was conducted. Three-dimensional thermo-mechanical finite element models were developed using a dynamic explicit method and concrete damaged plasticity model. Temperature-dependent plasticity parameters of the concrete model were proposed, and the accuracy of the developed model was obtained against experimental data. This investigation has revealed that a stud shearing failure occurs regardless of temperatures, and its shearing location changes in accordance with a rise in temperature. A new strength reduction formula has been presented to estimate the resistance of the shear connection at high temperatures.

Keywords

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