A Study on the Stability of Anisotropic Circular Conical Shells

비등방성 원뿔형 쉘의 안정성에 관한 연구

  • 박원태 (천안공업대학 토목공학과) ;
  • 손병직 (서울시립대학교 토목공학과)
  • Published : 2001.12.01

Abstract

In this paper, stability analysis is carried out far the out of plane behaviors under compressive loads to the conical direction. It is not easy to obtain the analytic solutions about the stability analysis of anisotropic conical shells consisted of composite materials. For solving this problems, this paper used the finite difference method which is one of the numerical methods. The characteristics of the buckling behaviors of anisotropic laminated composite conical shells may be different according to a variety of causes, that is, the change of fiber angle, material arrangement, radius ratio, shape ratio and so on. The objective of this study is to analyze buckling behaviors of circular conical shells with shear deformation effects and to prove the advantage of composite materials.

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