Local measurements of the polar deformation response in a hollow cylinder apparatus

Brendan C. O'Kelly, Patrick Naughton

Research output: Contribution to journalArticlepeer-review

8 Citations (Scopus)

Abstract

This paper describes the set-up, calibration and performance of the local instrumentation that measures the deformation response of the test-specimen in a new hollow cylinder apparatus (HCA). Customised, single- and double-axis inclinometers measure the axial and twist deformations of the outer specimen wall surface. Proximity transducers in the cell chamber and the specimen bore cavity measure the radial wall-surface displacements and precision gearing allows the relocation of the transducers from outside the pressure-cell. The inclinometers were modified (reduced gauge of 45 mm) to suit the smaller-sized test specimen and the more compact pressure cell of the HCA. The instruments were calibrated using an optical table and laser distance-measurement system to achieve the necessary accuracy for strain measurements over the pseudo-elastic range. The calibration in water data for the proximity transducers was non-linear and strongly influenced by the specimen wall curvature. Equations are presented to compute the true torsional shear strain response from the measured inclinometer tilt angle, specimen dimensions and deformation response. External measurements include significant errors due to apparatus compliance, specimen end-restraint and bedding effects, inaccuracies in measuring volume changes and the fact that the deformations are calculated assuming that the entire specimen deforms as a right cylinder.

Original languageEnglish
Pages (from-to)217-229
Number of pages13
JournalGeomechanics and Geoengineering
Volume3
Issue number4
DOIs
Publication statusPublished - 2008

Keywords

  • Calibration
  • Deformation
  • Hollow cylinder apparatus
  • Instrumentation
  • Measurement
  • Strain

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