Finite strain estimation using the mean radial length of elliptical objects with bootstrap confidence intervals

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Abstract

A new method for calculating finite sectional strain from distributions of elliptical objects is presented. The only assumptions required are that before deformation (1) long axis orientations are uniformly distributed and (2) the distribution of axial ratios is independent of orientation. Importantly, an estimate of the orientation of the long axis of the strain ellipse is not required before themethod can be applied. The method is based on the conceptually simple fact that the mean radial length of a set of uniformly oriented ellipses in the unstrained state equates to that of a circle, so that after strain, the mean radial length evaluates to the strain ellipse. Errors associated with the method are calculated from the bootstrap, and a simulation study verifies both the applicability of the new method for finite strain estimation and the accuracy of errors calculated with the bootstrap. The method is applied to a large set of sandstone quartz clast data fromthe Irish Variscides, whilst cross-checking of results with those from established methods also validates the approach taken.

Original languageEnglish
Pages (from-to)529-539
Number of pages11
JournalJournal of Structural Geology
Volume25
Issue number4
DOIs
Publication statusPublished - Apr 2002

Keywords

  • Bootstrap
  • Confidence interval
  • Ellipse
  • Finite strain
  • Mean radial length

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