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Finite element evaluation of Non-Destructive Testing methods for embedded timber poles in service

  • University of Technology Sydney

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

Abstract

This paper presents the results of numerical evaluation of surface Non-Destructive Testing methods for embedded timber poles in service. Main objective of the study is to investigate the influence of factors such as different boundary conditions, geotechnical conditions and material defects and imperfections of embedded timber poles, on reliability and accuracy of the prediction or evaluation using surface NDT. Firstly, the numerical evaluation of a free-end timber pole without embedmentwas conducted to gain an understanding of the behaviour of stress waves in timber poles in relation to selected surface NDT methods. Then the embedded timber poles are modelled to include effects of geotechnical conditions as in-service poles. Two types of typical decay patterns are simulated to study the effect of defect/damage on the Non-Destructive Testing results. Finally, the numerical results are compared with field test results obtained from field testing in Victoria.

Original languageEnglish
Title of host publicationIncorporating Sustainable Practice in Mechanics of Structures and Materials - Proceedings of the 21st Australian Conference on the Mechanics of Structures and Materials
Pages909-914
Number of pages6
Publication statusPublished - 2011
Externally publishedYes
Event21st Australasian Conference on the Mechanics of Structures and Materials, ACMSM21 - Melbourne, VIC, Australia
Duration: 7 Dec 201010 Dec 2010

Publication series

NameIncorporating Sustainable Practice in Mechanics of Structures and Materials - Proceedings of the 21st Australian Conference on the Mechanics of Structures and Materials

Conference

Conference21st Australasian Conference on the Mechanics of Structures and Materials, ACMSM21
Country/TerritoryAustralia
CityMelbourne, VIC
Period7/12/1010/12/10

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