Reliability Analysis of GFRP Laminated Composite Cylinderical Shells

GFRP 적층복합재료관의 신뢰성해석

  • 조효남 (정회원, 한양대학교 토목공학과) ;
  • 신재철 (정회원, 충남대학교 토목공학과) ;
  • 이승재 (한양대학교 토목공학과) ;
  • 최영민 (한양대학교 토목공학과)
  • Published : 1992.04.01

Abstract

In general, the strength and stiffness of laminated composite cylinderical shells are very sensitive to the variation of slenderness parameters, some coupling-stiffness parameters, lamination angles, stacking sequence and number of layers. In the paper, the effects of these factors on the strength and buckling reliabilities of GFRP laminated cyclinderical shells are investigated based on the proposed strength and buckling limit state models. It may be concluded that the applicable ranges of the slenderness limits of the strength and buckling failure criteria for laminated composite cylinderical shells should be indentified and incorporated into the design formula with appropriate safety factors which provide uniform consistent reliability for balanced design in practice.

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