The parameters for this equation are given by the following: d, the geometrical diameter of the beam, FrSt, the fraction of the design reinforcing, 1.5, the correction factor, cm^2, the form factor of cylinder / rod.
For the post we have two beam elements end loaded in the middle with a surface AS LD, the electromagneticity effects of the metal pieces are ignored. Only the time period considered as loading state is considered, in that the current value of the bottom weak link is treated as a constant.
AS shows the relation between the magnetic field distribution of a beam and its ASLD behavior. The ASLD for the beam without crossbar is plotted as a function of the distance x, or the distance from the symmetry axis. The magnitude of the magnetic field B is given by the difference between the magnetic flux density at x and that at x = 0. The magnetic field, B, is strongly localized near the symmetry axis, which is near the crack tip. This shows that the crack will propagate in the direction of the strongest magnetic field as a result of different orientations to the magnetic field.
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