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Brittle fracture considerations of two external notches under combined loading
Authors:ME Kipp  GC Sih
Affiliation:Code Development Division, Sandia Laboratories, Albuquerque, NM 87115, U.S.A.;Institute of Fracture and Solid Mechanics, Lehigh University, Bethlehem, PA 18015, U.S.A.
Abstract:The interaction behavior of two external notches, modeled by plane hyperbolas, is analyzed using the strain energy density failure criterion1,2]. It is shown that the pure shear and normal loadings may be combined to the case of inclined or off-axis loading of this double-notch geometry. The crack trajectory emanating from the notch surface is assumed for most cases to follow a path along which the material elements experience more volume change than shape change. This is determined by taking the minimum values of the strain energy density function. The failure loads are obtained by holding the critical strain energy density function constant and are shown to vary with the angle between the inclined load and the major axis of the notch. The variations will depend on the aspect ratios of the notches. Graphical plots of the crack trajectories for different loading angles are displayed. The double-notch geometry is such that only local trajectory information can be gleaned from the initial state. Numerical results of failure load, fracture angle, etc. are given for notches with different degrees of bluntness.
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