Original Article
  • Vibration Analysis of Stiffened Corrugated Composite Plates
  • Kyung-Jo Park*, Young-Wann Kim**†

  • * Department of Mechanical Design Engineering, Chonnam National University
    ** Department of Mechanical Design Engineering, Chonnam National University

  • 보강된 적층 복합재료 주름판의 진동해석
  • 박경조* · 김영완**†

Abstract

The free vibration characteristics of corrugated laminated composite plates with axial stiffeners is investigated using the Rayleigh-Ritz method. The plate is stiffened by beams with open cross-section area. The equivalent homogenization model is used for the corrugated laminated composite plates. This homogenization model is treated a corrugated plate as an orthotropic plate that has different material properties in two perpendicular directions. The motion of equivalent plate is represented on the basis of the first order shear deformation theory (FSDT) to account for the effect of rotary inertia and transverse shear deformation. Stiffeners are considered as discrete elements to predict the local vibration mode to be generated by the presence of stiffeners. To validate the proposed analytical approach, natural frequencies and vibration mode shapes from the analytical method are compared with those from the FEA by ANSYS.


본 연구에서는 Rayleigh-Ritz 법을 이용하여 열린 단면보로 보강된 복합재료 주름판의 자유진동 특성을 연구하였다. 복합재료 주름판에 대해 등가균질모델을 이용하였으며, 이 등가모델은 주름판을 두 수직방향에 대해 서로 다른 재료특성을 갖도록 직교이방성판으로 취급한다. 등가 직교이방성판의 운동은 회전 관성 및 횡전단변형을 고려하기 위해 1차 전단변형이론을 기초로 표현된다. 또한 진동형상에서 보강재의 위치에 따른 국부 형상을 표현하기 위해 이산보강이론이 적용되었다. 제안된 해석 방법에 대한 타당성을 검증하기 위해 ANSYS를 이용한 유한요소해석을 수행하였으며, 두 방법을 이용해 얻은 진동수 및 진동형상을 비교하였다.


Keywords: 적층 복합재료(Laminated Composite), 주름판(Corrugated Plate), 균질 모델(Homogenization Model),   이산 보강재(Discrete Stiffener), 1차 전단변형이론(FSDT)

This Article

Correspondence to

  • Young-Wann Kim
  • Department of Mechanical Design Engineering, Chonnam National University

  • E-mail: wannkim@jnu.ac.kr