탄성반력의 영향에 따른 직교 이방성 복합판의 고유 진동 해석

Vibration Analysis of Orthortopic Composite Plate According to Elastic Reaction Effect

  • 정영화 (강원대학교 토목공학과) ;
  • 심도식 (강원대학교 토목공학과) ;
  • 김경진 (충주산업대학교 토목공학과) ;
  • 이세진 (강원대학교 토목공학과)
  • 발행 : 1997.10.31

초록

In this paper, the result of application of vibration method to the orthotropic plates with free edges supported on elastic foundation and with a pair of opposite edges under axial forces is presented. Such plates represent the concrete highway slab and hybrid composite pavement of bridges. The reinforced concrete slab can be assumed as a special orthotropic plate, as a close approximation. The highway slab is supported on elastic foundation, with free boundaries. Sometimes, the pair of edges perpendicular to the traffic direction may be subject to the axial forces. The plate is subject to the concentrated load/loads, in the form of traffic loads, or the test equipments. Finite difference method is used to obtain the deflection influence surfaces needed for vibration analysis. The influence of the modulus of the foundation, the aspect ratio of the plate, and the magnitudes of the axial forces and the concentrated attached mass on the plate, under the natural frequency is thoroughly studied.

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