2009
DOI: 10.1016/j.apor.2009.07.004
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On the effect of narrow and long corrosion defects on the collapse pressure of pipelines

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Cited by 72 publications
(12 citation statements)
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“…The model was subsequently modified and used to study thickness imperfections that were axially or circumferentially uniform. Subsequently, Netto [14] added eight experiments on long tubes with D/tffi24.3 in which external grooves of 181 angular span and lengths that varied from 2D to 6D were machined. The collapse of these tubes with 3-D grooves were simulated numerically with success.…”
Section: Introductionmentioning
confidence: 99%
“…The model was subsequently modified and used to study thickness imperfections that were axially or circumferentially uniform. Subsequently, Netto [14] added eight experiments on long tubes with D/tffi24.3 in which external grooves of 181 angular span and lengths that varied from 2D to 6D were machined. The collapse of these tubes with 3-D grooves were simulated numerically with success.…”
Section: Introductionmentioning
confidence: 99%
“…Though, hydrate formation has been established to be a nightmare to the oil and gas industry, (Ribeiro and Lage, 2008;Turner et al, 2009 ), corrosion is of higher consequences because, apart from its abilities to collapse the pipeline system like hydrate (Gbaruko et al, 2007;Netto et al, 2007;Netto, 2009), corrosion is bound to deteriorate the integrity of the pipe and cause it to be replaced entirely (Shipilov and May, 2006;Adib et al, 2007). Generally, the resulting consequences can be broadly classified as economic, environmental and human.…”
Section: Consequences Of the Resulting Corrosion(s)mentioning
confidence: 99%
“…Sakakibara et al 7 studied the effect of internal corrosion defects on collapse behavior by carrying out experiments (internal rectangular grooves were machined by a numerically controlled wire electric discharge machine) and 3D finite element analyses on SS304 tubes and found 50% collapse pressure reduction with corrosion depth reaching 50% of original wall thickness. Netto et al 8,9 investigated the collapse pressure of pipes with pit-type and long narrow-type defects and formulated empirical prediction formulas. A comparison study between the experimental results by Sakakibara et al 7 and the derived formulas 8,9 was carried out by Netto 10 and showed very good prediction ability of the formula for estimation of collapse pressure for narrow but long grooves.…”
Section: Introductionmentioning
confidence: 99%