November 02 (Thursday)
동역학
Oral,
제7발표장(삼다홀B),
08:40~09:40
  • Chair :
  •  손정현(부경대)
Th07A-1
08:40~09:40
Winkler 지반과 비클림 각이 고려된 축력을 받는 회전하는 보의 동적 해석
유홍희(한양대학교), 안지호(한양대학교 대학원 기계공학)
In this paper, a dynamic analysis of spinning beam subjected to axial forces considering Winkler Foundation and Pre-twisted was performed. A typicla example of a structure that spinning under tha axial force is drilling system, since the bending stiffness is decreased by axial force, it is necessary to develop and study a structural dynamic model that can understand the dynamic charadcteristic. In this study, a beam model to express the effect of reducing the bending stiffness by axial force is modeld by the Hybrid Deformation variables Modeling Method and a Moving Winkler Foundation model is used to express the stiffness distribution of work-piece that varies with time. Numerical results show that the natural frequency abruptly drops at the point of contact between the beam structure and the work-piece
Keywords : Hybrid Deformation variables(복합 변형 변수), Time-Dependent Boundary Conditions(시간의 함수인 경계조건), Winkler Foundation(Winkler 지반)
Paper : Th07A-1.pdf

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