Low-Frequency Vibration Analysis of a Center Pillar-to-Roof Rail Joint : Modelling Technique and Problems

센터 필라-루프 레일 조인트의 저진동 해석 : 모델링 기법과 문제점

  • 김윤영 (정회원, 서울대학교 기계설계학과) ;
  • 강정훈 (서울대학교 기계설계학과) ;
  • 송상헌 (현대자동차(주), 승용제품개발 2 연구소, 연구1팀)
  • Published : 1997.01.01

Abstract

The modelling techniques of a center pillar-to-roof rail joint for low frequency vibration analysis are examined and some fundamental problems are addressed. To develop a simplified beam-spring model of the joint, the present work is focused on 1) practical shell modelling techniques and 2) joint spring stiffness estimation methods a practical model-updating method to match the calculated natural frequencies to the experimentally determine ones is proposed, particularly focusing on spot welding modelling. In joint spring modelling, the results from the model with one joint spring are compared with those from the model with three coupled springs. Finally, some fundamental problems in beam-spring modelling are addressed.

Keywords

References

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