2016
DOI: 10.1016/j.ymssp.2015.10.011
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Quantification and localization of internal pipe damage

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Cited by 18 publications
(26 citation statements)
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“…Whereas R dam was insensitive to the medium, R dam 'is more sensitive than R dam for a liquid filled pipe. The fits shown are trend lines: the relatively large amount of scatter derives from the fact that although severely dampened there are residual modes still present in our signal as we have previously shown [13][14][15]. R dam ' displays much more scatter than R dam .…”
Section: Damage Detectionmentioning
confidence: 62%
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“…Whereas R dam was insensitive to the medium, R dam 'is more sensitive than R dam for a liquid filled pipe. The fits shown are trend lines: the relatively large amount of scatter derives from the fact that although severely dampened there are residual modes still present in our signal as we have previously shown [13][14][15]. R dam ' displays much more scatter than R dam .…”
Section: Damage Detectionmentioning
confidence: 62%
“…This is related to the difference in resistance to shear at the inner and outer boundary of the thin wall. Different fluids at the inner and outer wall yield a stress gradient in the (membrane-like) wall, leading to the wave generation of flexural modes [13][14][15]. These fluidinduced vibrations add to the apparent high shear damping for different inner/outer fluids in flexible structures, such as our thin-walled pipe.…”
Section: Medium Effectsmentioning
confidence: 99%
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“…8effectively minimises the energy of the impulse response, h 2 2 , and simultaneously minimising the least squares error term, defined by y − Xh 2 2 . Increasing the value λ effectively increases the weighting on regularisation h 2 2 , which suppresses the interference energy at the resultant IRF. This comes at the expense of a higher least squares error defined by y − Xh 2 2 .…”
Section: Pseudo Random Binary Sequence Excitation and Problem Formulamentioning
confidence: 99%
“…been growing attention to address this and many techniques for pipeline defect detection and condition assessment have been proposed [1,2]. Typical defects of an aging pipeline include the leaks, blockages and internal and/or external corrosion in the pipes.…”
mentioning
confidence: 99%