Abstract

Conventional pipeline corrosion assessment methods result in failure pressure predictions that are conservative, especially for pipelines that are subjected to internal pressure and axial compressive stress. Alternatively, numerical methods may be used. However, they are computationally expensive. This paper proposes an analytical equation based on finite element analysis (FEA) for the failure pressure prediction of a high toughness corroded pipeline with a single corrosion defect subjected to internal pressure and axial compressive stress. The equation was developed based on the weights and biases of an Artificial Neural Network (ANN) model trained with failure pressure from finite element analysis (FEA) of a high toughness pipeline for various defect depths, defect lengths, and axial compressive stresses. The proposed model was validated against actual burst test results for high toughness materials and was found to be capable of making accurate predictions with a coefficient of determination (R2) of 0.99. An extensive parametric study using the proposed model was subsequently conducted to determine the effects of defect length, defect depth, and axial compressive stress on the failure pressure of a corroded pipe with a single defect. The application of ANN together with FEA has shown promising results in the development of an empirical solution for the failure pressure prediction of pipes with a single corrosion defect subjected to internal pressure and axial compressive stress.

Highlights

  • IntroductionIn the oil and gas industry, pipelines play a critical role in transporting hydrocarbons from one location to another

  • During the development of the DNV-RP-F101 corrosion assessment code (DNV) method for the assessment of pipes with a single corrosion defect subjected to internal pressure and axial compressive stress, full-scale burst tests were conducted on pipes from grade API 5L X45 to API 5L X65 for the validation of the assessment method

  • The validation in DNV for assessing the failure pressure of pipes with a single corrosion defect subjected to internal pressure and axial compressive stress is less comprehensive than the assessment procedure used to predict the failure pressure of a pipe with single corrosion defect subjected to internal pressure only

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Summary

Introduction

In the oil and gas industry, pipelines play a critical role in transporting hydrocarbons from one location to another. Often, these pipelines are subjected to harsh conditions such as corrosive environments, causing them to be prone to corrosion [1]. Due to the uneven degradation of the pipe wall, the distribution of hoop stress across the pipeline is nonuniform [2,3,4]. When this occurs, the pipeline will fail at a pressure lower than the design pressure

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