Measurement of internal and external geometric imperfections of lined pipes




Harrison, Benjamin Duncan

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Carbon steel pipe is often lined with a thin layer of non-corrosive material to protect it against corrosion from sour hydrocarbons. The product is commonly assembled by mechanical expansion of a liner shell bringing it into contact with the inner surface of a seamless steel pipe. During installation and operation, lined pipelines can experience bending or compressive deformations large enough to cause the liner to buckle and collapse inside an intact outer pipe. It has been demonstrated that such buckling instabilities are very sensitive to small initial geometric imperfections in the liner. Liner imperfections in 8- and 12- inch lined pipes have been measured using custom scanning devices and have been characterized by trigonometric Fourier series. These measurement schemes revealed that the imperfection geometry is dominated by imperfections in the circumferential direction, whereas axial imperfections are of relatively small amplitude and short wavelength. Imperfection amplitudes were determined to be on the order of 0.2% of the OD for both pipes studied. Liner geometry of the 8-inch pipe can be approximated as a shape, and the 12-inch pipe can be approximated as a shape. In general, the imperfection geometry of the interior surface follows that of the exterior surface, presumably due to the nature of the manufacturing process. The main source of the imperfections is from the piercing, rolling, and external finishing of the carrier pipe. Following the expansion process by which the liner is installed, interior surface imperfection of the carrier pipe is “transferred” to the liner. Overall, the interior surface is found to more imperfect than the exterior. Finite element models of a 12-inch lined pipe that incorporate liner imperfections defined by the results from this study demonstrate their detrimental effect on liner wrinkling and collapse.


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