Separation of longitudinal and flexural wave in a cylindrical structure based on sensor arrangement for non-destructive evaluation

Author:

Subhani Mahbube,Li Jianchun,Samali Bijan

Funder

ARC Linkage

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference38 articles.

1. Baker CN, Parikh G, Briaud JL, Drumright EE, Mensah F (1993) Drilled shafts for bridge foundations. Pub. No. FHWA- RD-920-004, Dept. of Transportation, Federal Highway Administration, Washington, DC, p 335

2. Lo KF, Ni SH, Huang YH (2010) Non-destructive test for pile beneath bridge in the time, frequency, and time-frequency domains using transient loading. Nonlinear Dyn 62(1):349–360

3. Nguyen M, Foliente G, Wang XM (2004) State-of-the-practice & challenges in non-destructive evaluation of utility poles in service. Key Eng Mater 270:1521–1528

4. Subhani M (2014) A Study on the Behaviour of Guided Wave Propagation in Utility Timber Poles. Ph. D. Dissertation, University of Technology, Sydney, Australia

5. Chao HC (2002) An experimental model for non-destructive evaluation on pile foundations using guided wave approach. Ph. D. Dissertation, Northwestern University, Evanston, IL

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