Nonlinear Finite Element Analysis Model for Ultimate Capacity Estimation of End-Plate Connection

단부평판 접합부의 극한저항능력 평가를 위한 비선형 유한요소해석 모델

  • 최창근 (한국과학기술원 토목공학과) ;
  • 정기택 (한국과학기술원 토목공학과)
  • Published : 1992.10.01

Abstract

The ultimate capacity of end-plate connection is investigated through nonlinear finite element analysis. The example models are divided into stiffened case and unstiffened one. The refined finite element models are analyzed by utilizing a general purpose structural analysis computer program ADINA and the moment-rotation relationships of the connection are determined. The results are compared with the regression equation deduced by Krishnamurthy. It is planned to deduce a bilinear regression equation through a parametric study on various dimensions of the connection.

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