By Russell D. Jamison (auth.), William Altergott, Edmund Henneke (eds.)
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The fringe pattern shown in the figure is represented by dashed lines in order to indicate that, while a frequency shift is imposed, the fringes would move so rapidly that in fact no fringes would be visible. When the relative position of the two detectors is such that there is a spacing of one half of one fringe between the two, the resulting phase difference as shown in Fig. 36 could in principle therefore provide resolutions to 1/1000 of a fringe which is 1/2000 of an optical wavelength. The results of a scanning detector heterodyne analysis are shown in Fig.
Not until the boundary conditions were altered (clamping on only two sides) was there good correlation between material damage and fiber fracture. Quantitative Optical Fiber NDE Methods Where the previous techniques sought only to determine qual itative structural damage through transmission extinction. more sophisticated techniques take a quantitative approach towards interrogating structural behavior. One of the principle quantities engineers rely upon in evaluating structural integrity and loading is strain.
Th is record i ng geometry requ i res two reference beams--one of which is used during the initial exposure of the object at rest or prior to deformation, and the second which is used during the second exposure. The resulting hologram permits independent reconstruction of the two views of the object as illustrated in Fig. 6. Figure 6a shows the result of reconstructing the hologram with only a single reference beam, R1. The original view of the object, 01, is reconstructed along ~ith a 30 I = lo[ 1+C sin (2kD)] I = Measured Intensity 10= Image Intensi t y C = Fringe Contrast D = Displacement Fig.