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Quantitative structural analyses and numerical modelling of ...

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SCHULMANN ET AL.: STRAIN DISTRIBUTION ETG 6 - 9Figure 6. Superposition <strong>of</strong> strain intensity (D), strain symmetry (K ), <strong>and</strong> sample elevation for variousvalues <strong>of</strong> RFD <strong>and</strong> initial sample depth z 0 , plotted in terms <strong>of</strong> angle <strong>of</strong> convergence (a) <strong>and</strong> time parameter(k t ). The values <strong>of</strong> D show a strong dependence on R vd <strong>and</strong> time (but not much on a)fora =20° to 90°;fora

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