Fracture mechanics of plates and shells applied to fail-safe analysis of fuselage Part II: Computational results
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  • 作者:Huang ; N.C. ; Li ; Y.C. ; Russell ; S.G.
  • 刊名:Theoretical and Applied Fracture Mechanics
  • 出版年:1997
  • 出版时间:August, 1997
  • 年:1997
  • 卷:27
  • 期:3
  • 页码:237-253
  • 全文大小:1.07 M
文摘
In this paper, the problem of the fracture of a fuselage stiffened by longitudinal longerons and circumferential frames is analyzed by means of the finite element method. Our research is motivated by the fail-safety design concept of fuselage for civil aircraft. In this study, the total energy release rate are evaluated for five types of basic loading, namely, axial extension, pure bending, twisting, transverse shearing, and radial expansion due to internal pressure. The crack is located either at the mid-point or near the end of the fuselage. It extends in two bays with the stiffener at its center. The stiffener which bisects the crack is assumed to be broken at the location of the crack. Computational results indicate that the total energy release rate Gt increases with the increasing crack length. However, when the crack tip approaches the stiffener, the value of Gt decreases as a result of the reinforcement from the stiffener. For a crack near the end of the fuselage, as a result of boundary effect, the value of Gt is larger in comparison with the case of the crack at the mid-point of the fuselage. We also find that the effect of geometrical nonlinearity can reduce the value of Gt for the fuselage under axial tension or pure bending. For the fractured fuselage under pure bending, shell buckling can occur at the concave side of the fuselage prior to crack growth. The maximum tensile stress in the stiffener in front of the crack tip is also investigated.

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