Mechancial Characterization of Unplasticised Polyvinylchloride Thick Pipes Using Electronic Speckle Pattern Interferometry

Emilia Mihaylova, Benjamin Potelon, Guntaka Tulasi Sridhar Reddy, Vincent Toal, Ciaran Smith

Research output: Contribution to journalArticlepeer-review

Abstract

In this work a number of techniques (electronic speckle pattern interferometry, holographic interferometry, strain gauge and finite element method) are brought to bear in order to establish consistency in the results of strain measurement. This is necessary if optical nondestructive testing methods, such as those used here, are to gain acceptance for routine industrial use. The FE model provides a useful check. Furthermore, ESPI fringe data facilitates the extension of FE models, an approach that is of growing importance in component testing. The use of in-plane and out-of-plane sensitive electronic speckle pattern interferometry (ESPI) for non-destructive material characterization of thick unplasticised polyvinylchloride (uPVC) pipes is presented. A test rig has been designed for stressing pipes by internal pressure. ESPI gives a complete mapping of the displacement field over the area imaged by the video camera. The results for the strain of uPVC obtained from ESPI data and from strain gauges are in good agreement. The value of Young’s modulus has been obtained from the fringe data and compared with results obtained using holographic interferometry and from strain gauge measurements. The FE model also produces fringe data that is consistent with the ESPI results.
Original languageEnglish
Pages (from-to)889-900
JournalOptics and Lasers in Engineering
Volume41
DOIs
Publication statusPublished - 1 Jan 2004

Keywords

  • electronic speckle pattern interferometry
  • holographic interferometry
  • strain gauge
  • finite element method
  • optical nondestructive testing
  • FE model
  • in-plane sensitive
  • out-of-plane sensitive
  • non-destructive material characterization
  • unplasticised polyvinylchloride
  • uPVC
  • internal pressure
  • displacement field
  • Young’s modulus

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